CN203441095U - Template support system for constructing beam-plate post-cast strip - Google Patents
Template support system for constructing beam-plate post-cast strip Download PDFInfo
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- CN203441095U CN203441095U CN201320448895.6U CN201320448895U CN203441095U CN 203441095 U CN203441095 U CN 203441095U CN 201320448895 U CN201320448895 U CN 201320448895U CN 203441095 U CN203441095 U CN 203441095U
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Abstract
The utility model discloses a template support system for constructing a beam-plate post-cast strip. The template support system comprises a bottom template, a cover plate and a template support frame, wherein the bottom template is arranged below a constructed post-cast strip; the cover plate covers above the constructed post-cast strip; the template support frame is used for supporting the bottom template, and the template support frame is arranged from front to back along the length direction of the constructed post-cast strip; the constructed post-cast strip is a retaining post-cast strip which is constructed and shaped on a cast-in-place beam plate; the cover plate is positioned just above the bottom template and is arranged from front to back along the length direction of the constructed post-cast strip, the cover plate is a horizontal plate, and the left and right sides of the cover plate are respectively supported on the cast-in-place beam plate; the template support frame comprises a plurality of vertical upright posts, a plurality of horizontal brackets (1) and a plurality of horizontal brackets (2), wherein the horizontal brackets (1) and the horizontal brackets (2) are arranged from top to bottom, and the vertical upright posts are arranged in M rows and N lines. The template support system has the advantages of simple structure, reasonable design, simplicity and convenience in removal and installation, safety, reliability and good use effect, and the construction quality of the constructed and shaped post-cast strip can be effectively guaranteed.
Description
Technical field
The utility model relates to a kind of construction Technique of Late Poured Band field, especially relates to a kind of beam slab ater-casting construction template support system.
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, in plate (comprising sole plate), wall, beam relevant position, stay and establish temporary construction seam, structure is temporarily divided into some parts, through component inside, shrink, after the some time, water again 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 apply more in engineering.But nowadays, construction neither one job practices unified, standard in cast-in-situ beam slab ater-casting 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, ater-casting is prone to the phenomenons such as faulting of slab ends, sinking, spillage after having built, not only affect the construction period, and the integral construction quality of cast-in-situ beam slab is affected greatly.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, a kind of beam slab ater-casting construction template support system is provided, it is simple in structure, reasonable in design, dismounting is easy and safe and reliable, result of use good, can effectively guarantee the construction quality of institute's construction molding ater-casting.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of beam slab ater-casting construction template support system, it is characterized in that: comprise and be laid in the soffit formwork of institute's Construction Later Casting Zone below, the formwork-support that mounts cover the cover plate above institute's Construction Later Casting Zone and described soffit formwork is supported, described formwork-support is laid from front to back along the length direction of institute's Construction Later Casting Zone; Institute's Construction Later Casting Zone is the ater-casting of keeping somewhere on the cast-in-situ beam slab of construction molding; Described cover plate is positioned at directly over described soffit formwork and its length direction along institute's Construction Later Casting Zone is laid from front to back, and described cover plate is that level board and its left and right sides are supported on respectively on described cast-in-situ beam slab; Described cast-in-situ beam slab comprises that situ Concrete Slabs and multiple tracks are laid in the reinforced concrete cast-in-situ beam of situ Concrete Slabs bottom from front to back, and reinforced concrete cast-in-situ beam is all built and is integrated with situ Concrete Slabs described in multiple tracks; Described in multiple tracks the structure of reinforced concrete cast-in-situ beam and size all identical and its cross section be square; Described soffit formwork is assembled by polylith horizontal shuttering and a plurality of Cast-in-situ Beam forming panel, described in polylith, horizontal shuttering is laid in same level and its length direction along institute's Construction Later Casting Zone is laid from front to back, and the upper surface of described horizontal shuttering is mutually concordant with the bottom of situ Concrete Slabs; Between the adjacent two described horizontal shutterings in front and back, all by a Cast-in-situ Beam forming panel, connect; The quantity of a plurality of described Cast-in-situ Beam forming panels is identical with the quantity of reinforced concrete cast-in-situ beam described in multiple tracks, and the installation position of a plurality of described Cast-in-situ Beam forming panels is corresponding one by one with the installation position of reinforced concrete cast-in-situ beam described in multiple tracks respectively; Described Cast-in-situ Beam forming panel comprises two vertical formworks in front and back and is connected between two described vertical formworks bottoms and is level to the bottom template of laying, the upper surface of described bottom template is mutually concordant with the bottom of described reinforced concrete cast-in-situ beam, spacing between two described vertical formworks is identical with the width of described reinforced concrete cast-in-situ beam, and the top of two described vertical formworks is all mutually concordant with the upper surface of horizontal shuttering; Described formwork-support comprises a plurality of vertical vertical rods, a plurality of horizontal stand of laying one and a plurality of horizontal stand two of laying from top to bottom from top to bottom, and a plurality of described vertical vertical rods divide M row N row to lay; Described horizontal stand one comprises M transverse horizontal bar that is parallel laying, the individual described transverse horizontal bar of M is all laid in same level and its length direction along institute's Construction Later Casting Zone is laid from front to back, and M described transverse horizontal bar is separately fixed in the described vertical vertical rod of M row; Described horizontal stand two comprises that N is the vertical equity bar of parallel laying, and N described vertical equity bar is all laid in same level and it is consistent with the length direction of institute Construction Later Casting Zone, and described transverse horizontal bar is vertical laying with vertical equity bar; N described vertical equity bar laid from left to right, and N described vertical equity bar is separately fixed in the described vertical vertical rod of N row; The height of a plurality of described vertical vertical rods is all identical, the horizontal stand one that is positioned at top in a plurality of described horizontal stands one is top horizontal stand one, described in polylith, horizontal shuttering is all supported on described top horizontal stand one, and the overhead height of described vertical vertical rod is lower than the upper height of described top horizontal stand one; The horizontal stand two that is positioned at top in a plurality of described horizontal stands two is top horizontal stand two, and the described bottom template in a plurality of described Cast-in-situ Beam forming panels is all supported on described top horizontal stand two; Described top horizontal stand two is positioned at horizontal stand one below, described top.
Above-mentioned a kind of beam slab ater-casting construction template support system, is characterized in that: described Cast-in-situ Beam forming panel also comprises a plurality of formwork reinforcement structures, a plurality of described formwork reinforcement structures are laid from front to back along the length direction of Cast-in-situ Beam forming panel; Described formwork reinforcement structure comprises the front reinforced pole that is positioned at reinforced Cast-in-situ Beam forming panel front side and the post-reinforcing bar that is positioned at reinforced Cast-in-situ Beam forming panel rear side, between described front reinforced pole and post-reinforcing bar, by split bolt, be fastenedly connected, on two described vertical formworks, all have the bolt mounting holes of installing for split bolt.
Above-mentioned a kind of beam slab ater-casting construction template support system, it is characterized in that: between every described horizontal shuttering and described top horizontal stand one, all pad is equipped with the multiple tracks lumps of wood one, described in multiple tracks, the lumps of wood one is parallel laying and its thickness is all identical, described in multiple tracks, the lumps of wood one is laid from front to back along the length direction of institute's Construction Later Casting Zone, and the described lumps of wood one is parallel laying with transverse horizontal bar; Between every described bottom template and described top horizontal stand two, all pad is equipped with the multiple tracks lumps of wood two, described in multiple tracks, the lumps of wood two is parallel laying and its thickness is all identical, described in multiple tracks, the lumps of wood two is laid from left to right, and the described lumps of wood two is parallel laying with vertical equity bar.
Above-mentioned a kind of beam slab ater-casting construction template support system, it is characterized in that: two described vertical formworks are respectively front side vertical formwork and the rear side vertical formwork that is positioned at described front side vertical formwork rear side, described front reinforced pole pad between the outside of described front side vertical formwork and itself and front reinforced pole is equipped with the multiple tracks lumps of wood three, and the lumps of wood three is all level to laying described in multiple tracks; Described post-reinforcing bar pad between the outside of described rear side vertical formwork and itself and rear side vertical formwork is equipped with the multiple tracks lumps of wood four, and the lumps of wood four is all level to laying described in multiple tracks.
Above-mentioned a kind of beam slab ater-casting construction template support system, is characterized in that: between the left and right sides of described cover plate and described cast-in-situ beam slab, all pad is equipped with the lumps of wood five, and the described lumps of wood five is parallel laying with vertical equity bar.
Above-mentioned a kind of beam slab ater-casting construction template support system, is characterized in that: described vertical vertical rod, transverse horizontal bar and vertical equity bar are steel pipe.
Above-mentioned a kind of beam slab ater-casting construction template support system, is characterized in that: N=2.
The utility model compared with prior art has the following advantages:
1, simple in structure and reasonable in design, input cost is lower
2, easy accessibility, safe and reliable and result of use good, can carry out firm supporting to beam slab ater-casting forming panel, and effectively guarantee the construction quality of institute's construction molding beam slab ater-casting, can effectively guarantee that the sedimentation of both sides, ater-casting is consistent, and ater-casting has been built rear without faulting of slab ends, sinking and spillage phenomenon.Simultaneously, the set cover plate in top can prevent that foreign material from entering ater-casting forming panel, has avoided the later stage to clear up difficult problem, and can prevent that sewage, rainwater from entering, reduce the erosion to reinforcing cage in forming panel, further guaranteed the construction quality of institute's Construction Later Casting Zone.
In sum, the utility model is simple in structure, reasonable in design, dismounting is easy and safe and reliable, result of use good, can effectively guarantee the construction quality of institute's construction molding ater-casting.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is use state reference map schematic diagram of the present utility model.
Fig. 2 is the utility model A-A sectional view.
Fig. 3 is the local enlarged diagram at A place in Fig. 2.
Description of reference numerals:
1-situ Concrete Slabs; 3-cover plate; 4-horizontal shuttering;
5-Cast-in-situ Beam forming panel; 6-1-vertical vertical rod; 6-2-transverse horizontal bar;
6-3-vertical equity bar; 7-1-lumps of wood one; 7-2-lumps of wood two;
7-3-lumps of wood three; 7-4-lumps of wood four; 7-5-lumps of wood five;
8-1-front reinforced pole; 8-2-post-reinforcing bar; 9-split bolt;
10-horizontal installing plate; 11-bridging.
The specific embodiment
As shown in Figure 1, Figure 2 and Figure 3, the utility model comprises and is laid in the soffit formwork of institute Construction Later Casting Zone below, the formwork-support that mounts cover the cover plate 3 above institute's Construction Later Casting Zone and described soffit formwork is supported, and described formwork-support is laid from front to back along the length direction of institute's Construction Later Casting Zone.Institute's Construction Later Casting Zone is the ater-casting of keeping somewhere on the cast-in-situ beam slab of construction molding.Described cover plate 3 is positioned at directly over described soffit formwork and its length direction along institute's Construction Later Casting Zone is laid from front to back, and described cover plate 3 is supported on respectively on described cast-in-situ beam slab for level board and its left and right sides.Described cast-in-situ beam slab comprises that situ Concrete Slabs 1 and multiple tracks are laid in the reinforced concrete cast-in-situ beam of situ Concrete Slabs 1 bottom from front to back, and reinforced concrete cast-in-situ beam is all built and is integrated with situ Concrete Slabs 1 described in multiple tracks.Described in multiple tracks the structure of reinforced concrete cast-in-situ beam and size all identical and its cross section be square.Described soffit formwork is assembled by polylith horizontal shuttering 4 and a plurality of Cast-in-situ Beam forming panel 5, described in polylith, horizontal shuttering 4 is laid in same level and its length direction along institute's Construction Later Casting Zone is laid from front to back, and the upper surface of described horizontal shuttering 4 is mutually concordant with the bottom of situ Concrete Slabs 1; Between the adjacent two described horizontal shutterings 4 in front and back, all by a Cast-in-situ Beam forming panel 5, connect.The quantity of a plurality of described Cast-in-situ Beam forming panels 5 is identical with the quantity of reinforced concrete cast-in-situ beam described in multiple tracks, and the installation position of a plurality of described Cast-in-situ Beam forming panels 5 is corresponding one by one with the installation position of reinforced concrete cast-in-situ beam described in multiple tracks respectively.Described Cast-in-situ Beam forming panel 5 comprises two vertical formworks in front and back and is connected between two described vertical formworks bottoms and is level to the bottom template of laying, the upper surface of described bottom template is mutually concordant with the bottom of described reinforced concrete cast-in-situ beam, spacing between two described vertical formworks is identical with the width of described reinforced concrete cast-in-situ beam, and the top of two described vertical formworks is all mutually concordant with the upper surface of horizontal shuttering 4.Described formwork-support comprises a plurality of vertical vertical rod 6-1, a plurality of horizontal stand of laying one and a plurality of horizontal stand two of laying from top to bottom from top to bottom, and a plurality of described vertical vertical rod 6-1 divide M row N row to lay.Described horizontal stand one comprises M transverse horizontal bar 6-2 that is parallel laying, the individual described transverse horizontal bar 6-2 of M is all laid in same level and its length direction along institute's Construction Later Casting Zone is laid from front to back, and M described transverse horizontal bar 6-2 is separately fixed on the described vertical vertical rod 6-1 of M row.Described horizontal stand two comprises N vertical equity bar 6-3 that is parallel laying, N described vertical equity bar 6-3 is all laid in same level and it is consistent with the length direction of institute Construction Later Casting Zone, and described transverse horizontal bar 6-2 is vertical laying with vertical equity bar 6-3.N described vertical equity bar 6-3 lays from left to right, and N described vertical equity bar 6-3 is separately fixed on the described vertical vertical rod 6-1 of N row.The height of a plurality of described vertical vertical rod 6-1 is all identical, the horizontal stand one that is positioned at top in a plurality of described horizontal stands one is top horizontal stand one, described in polylith, horizontal shuttering 4 is all supported on described top horizontal stand one, and the overhead height of described vertical vertical rod 6-1 is lower than the upper height of described top horizontal stand one.The horizontal stand two that is positioned at top in a plurality of described horizontal stands two is top horizontal stand two, and the described bottom template in a plurality of described Cast-in-situ Beam forming panels 5 is all supported on described top horizontal stand two.Described top horizontal stand two is positioned at horizontal stand one below, described top.
In the present embodiment, described Cast-in-situ Beam forming panel 5 also comprises a plurality of formwork reinforcement structures, and a plurality of described formwork reinforcement structures are laid from front to back along the length direction of Cast-in-situ Beam forming panel 5.
Described formwork reinforcement structure comprises the front reinforced pole 8-1 that is positioned at reinforced Cast-in-situ Beam forming panel 5 front sides and the post-reinforcing bar 8-2 that is positioned at reinforced Cast-in-situ Beam forming panel 5 rear sides, between described front reinforced pole 8-1 and post-reinforcing bar 8-2, by split bolt 9, be fastenedly connected, on two described vertical formworks, all have the bolt mounting holes of installing for split bolt 9.
In the present embodiment, two described vertical formworks are respectively front side vertical formwork and the rear side vertical formwork that is positioned at described front side vertical formwork rear side, described front reinforced pole 8-1 pad between the outside of described front side vertical formwork and itself and front reinforced pole 8-1 is equipped with the multiple tracks lumps of wood three 7-3, and the lumps of wood three 7-3 are all level to laying described in multiple tracks.Described post-reinforcing bar 8-2 pad between the outside of described rear side vertical formwork and itself and rear side vertical formwork is equipped with the multiple tracks lumps of wood four 7-4, and the lumps of wood four 7-4 are all level to laying described in multiple tracks.
During actual installation, the described vertical vertical rod 6-1 of the N in the described vertical vertical rod 6-1 of every row is installed on a horizontal installing plate 10.M in the described vertical vertical rod 6-1 of an every row described vertical vertical rod 6-1 connects by one or more bridgings 11.
In the present embodiment, between every described horizontal shuttering 4 and described top horizontal stand one, all pad is equipped with the multiple tracks lumps of wood one 7-1, described in multiple tracks, the lumps of wood one 7-1 is parallel laying and its thickness is all identical, described in multiple tracks, the lumps of wood one 7-1 lays from front to back along the length direction of institute's Construction Later Casting Zone, and the described lumps of wood one 7-1 is parallel laying with transverse horizontal bar 6-2.Between every described bottom template and described top horizontal stand two, all pad is equipped with the multiple tracks lumps of wood two 7-2, described in multiple tracks, the lumps of wood two 7-2 are parallel laying and its thickness is all identical, described in multiple tracks, the lumps of wood two 7-2 lay from left to right, and the described lumps of wood two 7-2 are parallel laying with vertical equity bar 6-3.
During practice of construction, between the left and right sides of described cover plate 3 and described cast-in-situ beam slab, all pad is equipped with the lumps of wood five 7-5, and the described lumps of wood five 7-5 are parallel laying with vertical equity bar 6-3.
In the present embodiment, described vertical vertical rod 6-1, transverse horizontal bar 6-2 and vertical equity bar 6-3 are steel pipe.
In practice of construction process, described vertical vertical rod 6-1, transverse horizontal bar 6-2 and vertical equity bar 6-3 also can adopt the metal rod of other material.
In the present embodiment, N=2.
In the present embodiment, M >=10.
In practice of construction process, can according to specific needs, the value size of M and N be adjusted accordingly.
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 (7)
1. a beam slab ater-casting construction template support system, it is characterized in that: comprise be laid in institute Construction Later Casting Zone below soffit formwork, mount cover the cover plate (3) above institute's Construction Later Casting Zone and the formwork-support that described soffit formwork is supported, described formwork-support is laid from front to back along the length direction of institute's Construction Later Casting Zone; Institute's Construction Later Casting Zone is the ater-casting of keeping somewhere on the cast-in-situ beam slab of construction molding; Described cover plate (3) is positioned at directly over described soffit formwork and its length direction along institute's Construction Later Casting Zone is laid from front to back, and described cover plate (3) is supported on respectively on described cast-in-situ beam slab for level board and its left and right sides; Described cast-in-situ beam slab comprises that situ Concrete Slabs (1) and multiple tracks are laid in the reinforced concrete cast-in-situ beam of situ Concrete Slabs (1) bottom from front to back, and reinforced concrete cast-in-situ beam is all built and is integrated with situ Concrete Slabs (1) described in multiple tracks; Described in multiple tracks the structure of reinforced concrete cast-in-situ beam and size all identical and its cross section be square; Described soffit formwork is assembled by polylith horizontal shuttering (4) and a plurality of Cast-in-situ Beam forming panel (5), horizontal shuttering described in polylith (4) is laid in same level and its length direction along institute's Construction Later Casting Zone is laid from front to back, and the upper surface of described horizontal shuttering (4) is mutually concordant with the bottom of situ Concrete Slabs (1); Between the adjacent two described horizontal shutterings in front and back (4), all by a Cast-in-situ Beam forming panel (5), connect; The quantity of a plurality of described Cast-in-situ Beam forming panels (5) is identical with the quantity of reinforced concrete cast-in-situ beam described in multiple tracks, and the installation position of a plurality of described Cast-in-situ Beam forming panels (5) is corresponding one by one with the installation position of reinforced concrete cast-in-situ beam described in multiple tracks respectively; Described Cast-in-situ Beam forming panel (5) comprises two vertical formworks in front and back and is connected between two described vertical formworks bottoms and is level to the bottom template of laying, the upper surface of described bottom template is mutually concordant with the bottom of described reinforced concrete cast-in-situ beam, spacing between two described vertical formworks is identical with the width of described reinforced concrete cast-in-situ beam, and the top of two described vertical formworks is all mutually concordant with the upper surface of horizontal shuttering (4); Described formwork-support comprises a plurality of vertical vertical rods (6-1), a plurality of horizontal stand of laying one and a plurality of horizontal stand two of laying from top to bottom from top to bottom, and a plurality of described vertical vertical rods (6-1) minute M row N row are laid; Described horizontal stand one comprises M transverse horizontal bar (6-2) that is parallel laying, the individual described transverse horizontal bar (6-2) of M is all laid in same level and its length direction along institute's Construction Later Casting Zone is laid from front to back, and M described transverse horizontal bar (6-2) is separately fixed in the M described vertical vertical rod of row (6-1); Described horizontal stand two comprises N vertical equity bar (6-3) that is parallel laying, N described vertical equity bar (6-3) is all laid in same level and it is consistent with the length direction of institute Construction Later Casting Zone, and described transverse horizontal bar (6-2) is vertical laying with vertical equity bar (6-3); N described vertical equity bar (6-3) laid from left to right, and N described vertical equity bar (6-3) is separately fixed in the N described vertical vertical rods of row (6-1); The height of a plurality of described vertical vertical rods (6-1) is all identical, the horizontal stand one that is positioned at top in a plurality of described horizontal stands one is top horizontal stand one, horizontal shuttering described in polylith (4) is all supported on described top horizontal stand one, and the overhead height of described vertical vertical rod (6-1) is lower than the upper height of described top horizontal stand one; The horizontal stand two that is positioned at top in a plurality of described horizontal stands two is top horizontal stand two, and the described bottom template in a plurality of described Cast-in-situ Beam forming panels (5) is all supported on described top horizontal stand two; Described top horizontal stand two is positioned at horizontal stand one below, described top.
2. according to a kind of beam slab claimed in claim 1 ater-casting construction template support system, it is characterized in that: described Cast-in-situ Beam forming panel (5) also comprises a plurality of formwork reinforcement structures, a plurality of described formwork reinforcement structures are laid from front to back along the length direction of Cast-in-situ Beam forming panel (5); Described formwork reinforcement structure comprises the post-reinforcing bar (8-2) that is positioned at the front reinforced pole (8-1) of reinforced Cast-in-situ Beam forming panel (5) front side and is positioned at reinforced Cast-in-situ Beam forming panel (5) rear side, between described front reinforced pole (8-1) and post-reinforcing bar (8-2), by split bolt (9), be fastenedly connected, on two described vertical formworks, all have the bolt mounting holes of installing for split bolt (9).
3. according to a kind of beam slab ater-casting construction template support system described in claim 1 or 2, it is characterized in that: between every described horizontal shuttering (4) and described top horizontal stand one, all pad is equipped with the multiple tracks lumps of wood one (7-1), described in multiple tracks, the lumps of wood one (7-1) is parallel laying and its thickness is all identical, described in multiple tracks, the lumps of wood one (7-1) is laid from front to back along the length direction of institute's Construction Later Casting Zone, and the described lumps of wood one (7-1) is parallel laying with transverse horizontal bar (6-2); Between every described bottom template and described top horizontal stand two, all pad is equipped with the multiple tracks lumps of wood two (7-2), described in multiple tracks, the lumps of wood two (7-2) is parallel laying and its thickness is all identical, described in multiple tracks, the lumps of wood two (7-2) is laid from left to right, and the described lumps of wood two (7-2) is parallel laying with vertical equity bar (6-3).
4. according to a kind of beam slab claimed in claim 2 ater-casting construction template support system, it is characterized in that: two described vertical formworks are respectively front side vertical formwork and the rear side vertical formwork that is positioned at described front side vertical formwork rear side, described front reinforced pole (8-1) is positioned at pad between the outside of described front side vertical formwork and itself and front reinforced pole (8-1) the multiple tracks lumps of wood three (7-3) is housed, and the lumps of wood three (7-3) is all level to laying described in multiple tracks; Described post-reinforcing bar (8-2) pad between the outside of described rear side vertical formwork and itself and rear side vertical formwork is equipped with the multiple tracks lumps of wood four (7-4), and the lumps of wood four (7-4) is all level to laying described in multiple tracks.
5. according to a kind of beam slab ater-casting construction template support system described in claim 1 or 2, it is characterized in that: between the left and right sides of described cover plate (3) and described cast-in-situ beam slab, all pad is equipped with the lumps of wood five (7-5), and the described lumps of wood five (7-5) is parallel laying with vertical equity bar (6-3).
6. according to a kind of beam slab ater-casting construction template support system described in claim 1 or 2, it is characterized in that: described vertical vertical rod (6-1), transverse horizontal bar (6-2) and vertical equity bar (6-3) are steel pipe.
7. according to a kind of beam slab ater-casting construction template support system described in claim 1 or 2, it is characterized in that: N=2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320448895.6U CN203441095U (en) | 2013-07-25 | 2013-07-25 | Template support system for constructing beam-plate post-cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320448895.6U CN203441095U (en) | 2013-07-25 | 2013-07-25 | Template support system for constructing beam-plate post-cast strip |
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| Publication Number | Publication Date |
|---|---|
| CN203441095U true CN203441095U (en) | 2014-02-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320448895.6U Expired - Fee Related CN203441095U (en) | 2013-07-25 | 2013-07-25 | Template support system for constructing beam-plate post-cast strip |
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| CN (1) | CN203441095U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
-
2013
- 2013-07-25 CN CN201320448895.6U patent/CN203441095U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
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