CN203320574U - Construction structure for retaining post-poured strip and construction joint on cast-in-situ plate - Google Patents
Construction structure for retaining post-poured strip and construction joint on cast-in-situ plate Download PDFInfo
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- CN203320574U CN203320574U CN2013203843594U CN201320384359U CN203320574U CN 203320574 U CN203320574 U CN 203320574U CN 2013203843594 U CN2013203843594 U CN 2013203843594U CN 201320384359 U CN201320384359 U CN 201320384359U CN 203320574 U CN203320574 U CN 203320574U
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Abstract
The utility model discloses a construction structure for retaining a post-poured strip and a construction joint on a cast-in-situ plate. The construction structure comprises a side formwork for retaining the post-poured strip or the construction joint on the constructed cast-in-situ plate, and the side formwork is arranged on a bottom formwork of the constructed cast-in-situ plate; a lower-layer plate for protecting a bottom-layer steel bar mesh of the constructed cast-in-situ plate is arranged at the bottom of the side formwork, the lower-layer plate is flatly laid on the bottom formwork, and an upper-layer plate for protecting an upper-layer steel bar mesh of the constructed cast-in-situ plate is mounted at the top of the side formwork; a plurality of steel bar mounting slots I are formed at the top of the side formwork, and a plurality of steel bar mounting slots II are formed at the bottom of the side formwork; the number of the side formworks for retaining the post-poured strip on the constructed cast-in-situ plate is two, and the number of the side formwork for retaining the construction joint on the constructed cast-in-situ plate is one. The construction structure disclosed by the utility model has the advantages of simple structure, reasonable design, simple construction method, high working efficiency and good construction effects; the mounting position of the side formwork is accurate and firm to fix, and the construction quality of the post-poured strip and the construction joint, which are retained on the cast-in-situ plate, can be effectively ensured.
Description
Technical field
The utility model belongs to ater-casting and constuction joint is kept somewhere technical field of construction, especially relates to a kind of Bars In Poured Concrete Slab ater-casting and constuction joint and keeps somewhere constructing structure.
Background technology
Ater-casting be in building operations for prevent monolithic reinforced concrete structure due to temperature, shrink uneven issuable harmful cracks, according to design or job specfication requirement, stay in plate (comprising sole plate), wall, beam relevant position and establish the temporary construction seam, structure temporarily is divided into to some parts, through component inside, shrink, water again after the some time and smash this constuction joint concrete, structure is linked to be to integral body.Ater-casting is the effective measures that not only can solve differential settlement but also can reduce shrinkage stress, therefore application is more in engineering.Constuction joint refers in concreting process, the formed seam because designing requirement or construction need that segmentation is built formerly, between the concrete of after-pouring.Constuction joint is not a kind of necessary being " seam ", and it just surpasses the initial setting time because of the after-pouring concrete, and and have a bonding surface between the concrete of first building, this bonding surface just is referred to as constuction joint.The difference of constuction joint and ater-casting is: constuction joint is can not guarantee construction continuously in when construction and keep somewhere, and ater-casting is that designing requirement must stay and it must be kept somewhere in order to eliminate concrete integral structure stress, constuction joint is not in the situation that possiblely keep somewhere as far as possible.
In the Bars In Poured Concrete Slab work progress, the indwelling of ater-casting and constuction joint construction is all most important.But nowadays, the indwelling construction neither one job practices unified, standard of Bars In Poured Concrete Slab ater-casting and constuction joint can be followed, thereby inevitably have that constructing operation is more random, lack of standardization, work efficiency is low, construction quality is difficult for the problems such as assurance during practice of construction, not only affect the construction period, and the integral construction quality of Bars In Poured Concrete Slab is affected greatly.
The utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, provide a kind of Bars In Poured Concrete Slab ater-casting and constuction joint to keep somewhere constructing structure, it is simple in structure, reasonable in design and job practices is simple, work efficiency is high, construction effect is good, the side template installation site accurately and fixation, can effectively guarantee to keep somewhere on Bars In Poured Concrete Slab the construction quality of ater-casting and constuction joint.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, it is characterized in that: comprise for keep somewhere the side template of ater-casting or constuction joint on constructed Bars In Poured Concrete Slab, and described side template is laid in for building the soffit formwork of Bars In Poured Concrete Slab that moulding is constructed; The Bars In Poured Concrete Slab inside of constructing is provided with the bottom layer of the reinforcing steel net and is laid in the top mat directly over the bottom layer of the reinforcing steel net, described side template bottom is provided with the lower plywood that the bottom layer of the reinforcing steel net is protected, described lower plywood is laid on soffit formwork, and described side template is fixedly mounted on lower plywood, described bottom layer of the reinforcing steel net is supported on described lower plywood; Described side template top is equipped with the top plate that top mat is protected, and described top mat is supported on described side template, and described top plate is laid in the top mat top; The top of described side template offers a plurality of respectively for the reinforcement installation groove one that in the steel mesh reinforcement of upper strata, each root transverse reinforcement one is installed, and the bottom of described side template offers a plurality of reinforcement installation grooves two that in the bottom layer of the reinforcing steel net, each root transverse reinforcement two is installed that supply respectively; Quantity for the side template of keeping somewhere ater-casting on construct Bars In Poured Concrete Slab is two, and two described side templates are the bilateral symmetry laying and two described side templates are parallel laying; Quantity for the side template of indwelling constuction joint on constructed Bars In Poured Concrete Slab is one.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, it is characterized in that: described side template be arranged on lower plywood directly over, and the thickness of slab of described side template is identical with the width of described lower plywood; Described top plate be arranged on described side template directly over, and the width of described top plate is identical with the thickness of slab of described side template.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, and it is characterized in that: described lower plywood and top plate are wood lath, and described soffit formwork and side template are plank.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, it is characterized in that: described side template by for keep somewhere on the construction Bars In Poured Concrete Slab ater-casting side template one or for the side template two of indwelling constuction joint on construction Bars In Poured Concrete Slab, the quantity of described side template one is two, and the outside of two described side templates one is provided with template positioning limiting fixator one; The arranged outside of described side template two has template positioning limiting fixator two.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, it is characterized in that: also comprise a plurality of transversely strengthening parts of from front to back two described side templates one being reinforced, a plurality of described transversely strengthening parts all are fixed on the described top plate of twice, and the described top plate of twice is arranged on respectively on two described side templates one.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, it is characterized in that: described template positioning limiting fixator one is for to be fixed on the square wood strip one on soffit formwork by clench nail, described square wood strip one side template one spacing with it is parallel laying, and the inside wall of the inside wall of square wood strip one and its spacing side template one near, the height of described square wood strip one is greater than the thickness of described lower plywood, described template positioning limiting fixator two comprises that being fixed on square wood strip two on soffit formwork and multiple tracks by described clench nail fixes square wood strip two from front to back and be the square wood strip three that is tilted to laying, the upper level of described square wood strip two is higher than the upper level of lower plywood, described square wood strip two side template two spacing with it is parallel laying, and the inside wall of the inside wall of square wood strip two and its spacing side template two near, the bottom of described square wood strip three is propped up and is withstood on soffit formwork, the top of described square wood strip three is fixed on the top plate of installing on institute's limiting side template two.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, and it is characterized in that: a plurality of described transversely strengthening parts all are vertical laying with described top plate, and a plurality of described transversely strengthening part is the lumps of wood.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, and it is characterized in that: a plurality of described transversely strengthening parts are even laying, and the spacing between adjacent two the described transversely strengthening parts in front and back is 600mm ± 50mm.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, and it is characterized in that: the width of described lower plywood and top plate is 20mm ± 5mm and its thickness is 15mm ± 3mm.
Above-mentioned Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, and it is characterized in that: described lower plywood is bound on soffit formwork by clench nail, and described top plate is bound on described side template by described clench nail; The Bars In Poured Concrete Slab of constructing is level to laying, and described soffit formwork, lower plywood and top plate all be level to laying, and described side template is vertically to laying.
The utility model compared with prior art has the following advantages:
1, simple in structure and reasonable in design, drop into construction cost lower
2, job practices simple, operate simple and easy and realize convenient.
3, construction quality be easy to guarantee and construction effect good; the side template installation site accurately and fixation; and can effectively protect bottom and top mat; thereby can effectively guarantee to keep somewhere on Bars In Poured Concrete Slab the construction quality of ater-casting and constuction joint; and work efficiency is high, can effectively guarantee the construction period.
In sum, the utility model is simple in structure, reasonable in design and job practices is simple, work efficiency is high, construction effect is good, and the side template installation site accurately and fixation, can effectively guarantee to keep somewhere on Bars In Poured Concrete Slab the construction quality of ater-casting and constuction joint.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
The accompanying drawing explanation
Fig. 1 is that the constructing structure schematic diagram is kept somewhere in Bars In Poured Concrete Slab of the present utility model ater-casting.
The A-A sectional view that Fig. 2 is Fig. 1.
Fig. 3 is that Bars In Poured Concrete Slab constuction joint of the present utility model is kept somewhere the constructing structure schematic diagram.
Description of reference numerals:
1-soffit formwork; 2-side template; 3-bottom layer of the reinforcing steel net;
3-1-transverse reinforcement two; 4-top mat; 4-1-transverse reinforcement one;
5-lower plywood; 6-top plate; 7-transversely strengthening part;
8-1-square wood strip one; 8-2-square wood strip two; 8-3-square wood strip three;
8-4-sheeting caps; 9-reinforcement installation groove one; 10-reinforcement installation groove two;
11-horizontal support member.
The specific embodiment
As shown in Figure 1, Figure 2 and Figure 3, the utility model comprises for keep somewhere the side template 2 of ater-casting or constuction joint on constructed Bars In Poured Concrete Slab, and described side template 2 is laid in for building the soffit formwork 1 of Bars In Poured Concrete Slab that moulding is constructed.The Bars In Poured Concrete Slab inside of constructing is provided with bottom layer of the reinforcing steel net 3 and is laid in the top mat 4 directly over bottom layer of the reinforcing steel net 3; described side template 2 bottoms are provided with the lower plywood 5 that bottom layer of the reinforcing steel net 3 is protected; described lower plywood 5 is laid on soffit formwork 1; and described side template 2 is fixedly mounted on lower plywood 5, described bottom layer of the reinforcing steel net 3 is supported on described lower plywood 5.Described side template 2 tops are equipped with the top plate 6 that top mat 4 is protected, and described top mat 4 is supported on described side template 2, and described top plate 6 is laid in top mat 4 tops.The top of described side template 2 offers a plurality of respectively for the reinforcement installation groove 1 that in upper strata steel mesh reinforcement 4, each root transverse reinforcement one 4-1 installs, and the bottom of described side template 2 offers a plurality of reinforcement installation grooves 2 10 that in bottom layer of the reinforcing steel net 3, each root transverse reinforcement two 3-1 install that supply respectively.Quantity for the side template 2 of keeping somewhere ater-casting on construct Bars In Poured Concrete Slab is two, and two described side templates 2 are the bilateral symmetry laying and two described side templates 2 are parallel laying, refer to Fig. 1.Quantity for the side template 2 of indwelling constuction joint on constructed Bars In Poured Concrete Slab is one, refers to Fig. 3.
In the present embodiment, described side template 2 be arranged on lower plywood 5 directly over, and the thickness of slab of described side template 2 is identical with the width of described lower plywood 5; Described top plate 6 be arranged on described side template 2 directly over, and the width of described top plate 6 is identical with the thickness of slab of described side template 2.
During practice of construction, the width of described lower plywood 5 and top plate 6 is 20mm ± 5mm and its thickness is 15mm ± 3mm.In the present embodiment, the width of described lower plywood 5 and top plate 6 is 20mm and its thickness is 15mm.Specifically add man-hour, can be according to actual needs, width and the thickness of described lower plywood 5 and top plate 6 is adjusted accordingly.
In the present embodiment, the Bars In Poured Concrete Slab of constructing is level to laying, and described soffit formwork 1, lower plywood 5 and top plate 6 all be level to laying, and described side template 2 is vertically to laying.
In the present embodiment, described lower plywood 5 and top plate 6 are wood lath, and described soffit formwork 1 and side template 2 are plank.During practice of construction, described lower plywood 5 is bound on soffit formwork 1 by clench nail, and described top plate 6 is bound on described side template 2 by described clench nail.
In the present embodiment, described side template 2 by for keep somewhere on the construction Bars In Poured Concrete Slab ater-casting side template one or for the side template two of indwelling constuction joint on construction Bars In Poured Concrete Slab, the quantity of described side template one is two, and the outside of two described side templates one is provided with template positioning limiting fixator one; The arranged outside of described side template two has template positioning limiting fixator two.
In the present embodiment, described template positioning limiting fixator one is for to be fixed on square wood strip one 8-1 on soffit formwork 1 by clench nail, the described square wood strip one 8-1 side template one spacing with it is parallel laying, and the inside wall of square wood strip one 8-1 and the inside wall of its spacing side template one near, the height of described square wood strip one 8-1 is greater than the thickness of described lower plywood 5.Described square wood strip one 8-1 is level to laying.
During practice of construction, described template positioning limiting fixator two comprises that being fixed on square wood strip two 8-2 on soffit formwork 1 and multiple tracks by described clench nail fixes square wood strip two 8-2 from front to back and be square wood strip three 8-3 that are tilted to laying, the upper level of described square wood strip two 8-2 is higher than the upper level of lower plywood 5, the described square wood strip two 8-2 side template two spacing with it is parallel laying, and the inside wall of square wood strip two 8-2 and the inside wall of its spacing side template two near, the bottom of described square wood strip three 8-3 is propped up and is withstood on soffit formwork 1, the top of described square wood strip three 8-3 is fixed on the top plate 6 of installing on institute's limiting side template two.
In the present embodiment, the bottom of described square wood strip two 8-2 is mutually concordant with the bottom of its limiting side template two, and between square wood strip two 8-2 and soffit formwork 1, pad is equipped with sheeting caps 8-4.Described square wood strip two 8-2 and sheeting caps 8-4 all are level to laying.
During practice of construction, a plurality of described square wood strip three 8-3 are even laying from front to back, and the spacing between adjacent two described square wood strip three 8-3 in front and back is 600mm ± 50mm.
In the present embodiment, the spacing between adjacent two described square wood strip three 8-3 in front and back is preferably 600mm.During practice of construction, also can according to specific needs, the spacing between adjacent two described square wood strip three 8-3 in front and back be adjusted accordingly.The top of described square wood strip three 8-3 is provided with the stopper slot for top plate 6 top support tops.
Simultaneously, the utility model also comprises a plurality of transversely strengthening parts 7 of from front to back two described side templates one being reinforced, a plurality of described transversely strengthening parts 7 all are fixed on the described top plate 6 of twice, and the described top plate 6 of twice is arranged on respectively on two described side templates one.
In the present embodiment, a plurality of described transversely strengthening parts 7 all are vertical laying with described top plate 6, and a plurality of described transversely strengthening part 7 is the lumps of wood.
During practice of construction, a plurality of described transversely strengthening parts 7 all are parallel laying.And a plurality of described transversely strengthening parts 7 are even laying, the spacing between adjacent two the described transversely strengthening parts 7 in front and back is 600mm ± 50mm.
In the present embodiment, the spacing between adjacent two the described transversely strengthening parts 7 in front and back is preferably 600mm.
In the present embodiment, a plurality of described transversely strengthening parts 7 are the lumps of wood.A plurality of described transversely strengthening parts 7 all are level to laying.
In the present embodiment, described soffit formwork 1 bottom is supported by multiple tracks horizontal support member 11.And described horizontal support member 11 is the lumps of wood.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every any simple modification of above embodiment being done according to the utility model technical spirit, change and equivalent structure change, and all still belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. a Bars In Poured Concrete Slab ater-casting and constuction joint are kept somewhere constructing structure, it is characterized in that: comprise for keep somewhere the side template (2) of ater-casting or constuction joint on constructed Bars In Poured Concrete Slab, and described side template (2) is laid in for building the soffit formwork (1) of Bars In Poured Concrete Slab that moulding is constructed; The Bars In Poured Concrete Slab inside of constructing is provided with bottom layer of the reinforcing steel net (3) and is laid in the top mat (4) directly over bottom layer of the reinforcing steel net (3), described side template (2) bottom is provided with the lower plywood (5) that bottom layer of the reinforcing steel net (3) is protected, described lower plywood (5) is laid on soffit formwork (1), and it is upper that described side template (2) is fixedly mounted on lower plywood (5), and described bottom layer of the reinforcing steel net (3) is supported on described lower plywood (5); Described side template (2) top is equipped with the top plate (6) that top mat (4) is protected, and it is upper that described top mat (4) is supported in described side template (2), and described top plate (6) is laid in top mat (4) top; The top of described side template (2) offers a plurality of reinforcement installation grooves one (9) that supply respectively each root transverse reinforcement one (4-1) installation in upper strata steel mesh reinforcement (4), and the bottom of described side template (2) offers a plurality of reinforcement installation grooves two (10) that in bottom layer of the reinforcing steel net (3), each root transverse reinforcement two (3-1) is installed that supply respectively; Quantity for the side template (2) of indwelling ater-casting on constructed Bars In Poured Concrete Slab is two, and two described side templates (2) are the bilateral symmetry laying and two described side templates (2) are parallel laying; Quantity for the side template (2) of indwelling constuction joint on constructed Bars In Poured Concrete Slab is one.
2. keep somewhere constructing structure according to Bars In Poured Concrete Slab claimed in claim 1 ater-casting and constuction joint, it is characterized in that: described side template (2) be arranged on lower plywood (5) directly over, and the thickness of slab of described side template (2) is identical with the width of described lower plywood (5); Described top plate (6) be arranged on described side template (2) directly over, and the width of described top plate (6) is identical with the thickness of slab of described side template (2).
3. keep somewhere constructing structure according to claim 1 or 2 described Bars In Poured Concrete Slab ater-casting and constuction joint, it is characterized in that: described lower plywood (5) and top plate (6) are wood lath, and described soffit formwork (1) and side template (2) are plank.
4. keep somewhere constructing structure according to claim 1 or 2 described Bars In Poured Concrete Slab ater-casting and constuction joint, it is characterized in that: described side template (2) by for keep somewhere on the construction Bars In Poured Concrete Slab ater-casting side template one or for the side template two of indwelling constuction joint on construction Bars In Poured Concrete Slab, the quantity of described side template one is two, and the outside of two described side templates one is provided with template positioning limiting fixator one; The arranged outside of described side template two has template positioning limiting fixator two.
5. keep somewhere constructing structure according to Bars In Poured Concrete Slab claimed in claim 4 ater-casting and constuction joint, it is characterized in that: also comprise a plurality of transversely strengthening parts (7) of from front to back two described side templates one being reinforced, it is upper that a plurality of described transversely strengthening parts (7) all are fixed on the described top plate of twice (6), and the described top plate of twice (6) is arranged on respectively on two described side templates one.
6. keep somewhere constructing structure according to Bars In Poured Concrete Slab claimed in claim 4 ater-casting and constuction joint, it is characterized in that: described template positioning limiting fixator one is for to be fixed on the square wood strip one (8-1) on soffit formwork (1) by clench nail, described square wood strip one (8-1) side template one spacing with it is parallel laying, and the inside wall of square wood strip one (8-1) and the inside wall of its spacing side template one near, the height of described square wood strip one (8-1) is greater than the thickness of described lower plywood (5), described template positioning limiting fixator two comprises that being fixed on square wood strip two (8-2) on soffit formwork (1) and multiple tracks by described clench nail fixes square wood strip two (8-2) from front to back and be the square wood strip three (8-3) that is tilted to laying, the upper level of described square wood strip two (8-2) is higher than the upper level of lower plywood (5), described square wood strip two (8-2) side template two spacing with it is parallel laying, and the inside wall of square wood strip two (8-2) and the inside wall of its spacing side template two near, the bottom of described square wood strip three (8-3) is propped up and is withstood on soffit formwork (1), the top of described square wood strip three (8-3) is fixed on the top plate (6) of installing on institute's limiting side template two.
7. keep somewhere constructing structure according to Bars In Poured Concrete Slab claimed in claim 5 ater-casting and constuction joint, it is characterized in that: a plurality of described transversely strengthening parts (7) all are vertical laying with described top plate (6), and a plurality of described transversely strengthening parts (7) are the lumps of wood.
8. keep somewhere constructing structure according to Bars In Poured Concrete Slab claimed in claim 5 ater-casting and constuction joint, it is characterized in that: a plurality of described transversely strengthening parts (7) are even laying, and the spacing between adjacent two the described transversely strengthening parts in front and back (7) is 600mm ± 50mm.
9. keep somewhere constructing structure according to Bars In Poured Concrete Slab claimed in claim 2 ater-casting and constuction joint, it is characterized in that: the width of described lower plywood (5) and top plate (6) is 20mm ± 5mm and its thickness is 15mm ± 3mm.
10. keep somewhere constructing structure according to Bars In Poured Concrete Slab claimed in claim 3 ater-casting and constuction joint, it is characterized in that: described lower plywood (5) is bound at soffit formwork (1) upper by clench nail, and described top plate (6) is bound on described side template (2) by described clench nail; The Bars In Poured Concrete Slab of constructing is level to laying, and described soffit formwork (1), lower plywood (5) and top plate (6) all be level to laying, and described side template (2) is vertically to laying.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203843594U CN203320574U (en) | 2013-06-30 | 2013-06-30 | Construction structure for retaining post-poured strip and construction joint on cast-in-situ plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203843594U CN203320574U (en) | 2013-06-30 | 2013-06-30 | Construction structure for retaining post-poured strip and construction joint on cast-in-situ plate |
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| CN203320574U true CN203320574U (en) | 2013-12-04 |
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|---|---|---|---|
| CN2013203843594U Expired - Fee Related CN203320574U (en) | 2013-06-30 | 2013-06-30 | Construction structure for retaining post-poured strip and construction joint on cast-in-situ plate |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821351A (en) * | 2014-02-24 | 2014-05-28 | 中天建设集团有限公司 | Retention device and method for floor plate post-cast strip |
| CN103821178A (en) * | 2014-02-24 | 2014-05-28 | 中天建设集团有限公司 | Basement exterior wall back pouring belt retention device |
| CN104631512A (en) * | 2014-12-22 | 2015-05-20 | 山东万鑫建设有限公司 | Post-cast strip beam and slab construction method adopting formwork hanging method |
| CN105401718A (en) * | 2015-12-09 | 2016-03-16 | 苏州金螳螂建筑装饰股份有限公司 | Floor hole blockage lifting mold structure |
| CN105696631A (en) * | 2016-04-20 | 2016-06-22 | 宝业湖北建工集团有限公司 | Post-cast strip baffle, baffle support system and erection method of support system |
| CN106284984A (en) * | 2016-08-27 | 2017-01-04 | 陕西建工第八建设集团有限公司 | Folding structure board post poured band joint template construction method |
| CN108286341A (en) * | 2017-12-11 | 2018-07-17 | 新疆苏中建设工程有限公司 | A kind of method different base material interface anticracking steel net template structure and constructed using it |
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2013
- 2013-06-30 CN CN2013203843594U patent/CN203320574U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821351A (en) * | 2014-02-24 | 2014-05-28 | 中天建设集团有限公司 | Retention device and method for floor plate post-cast strip |
| CN103821178A (en) * | 2014-02-24 | 2014-05-28 | 中天建设集团有限公司 | Basement exterior wall back pouring belt retention device |
| CN104631512A (en) * | 2014-12-22 | 2015-05-20 | 山东万鑫建设有限公司 | Post-cast strip beam and slab construction method adopting formwork hanging method |
| CN104631512B (en) * | 2014-12-22 | 2016-03-16 | 山东万鑫建设有限公司 | Hang modulus method after-pouring band beam-slab construction method |
| CN105401718A (en) * | 2015-12-09 | 2016-03-16 | 苏州金螳螂建筑装饰股份有限公司 | Floor hole blockage lifting mold structure |
| CN105696631A (en) * | 2016-04-20 | 2016-06-22 | 宝业湖北建工集团有限公司 | Post-cast strip baffle, baffle support system and erection method of support system |
| CN105696631B (en) * | 2016-04-20 | 2017-12-29 | 宝业湖北建工集团有限公司 | A kind of erection method of post-cast strip baffle plate, baffle plate support system and support system |
| CN106284984A (en) * | 2016-08-27 | 2017-01-04 | 陕西建工第八建设集团有限公司 | Folding structure board post poured band joint template construction method |
| CN106284984B (en) * | 2016-08-27 | 2018-05-22 | 陕西建工第八建设集团有限公司 | Folding structure board post poured band joint template construction method |
| CN108286341A (en) * | 2017-12-11 | 2018-07-17 | 新疆苏中建设工程有限公司 | A kind of method different base material interface anticracking steel net template structure and constructed using it |
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Granted publication date: 20131204 Termination date: 20170630 |