CN209620585U - Strip, which is poured, after a kind of assembled architecture laminated floor slab hangs die body system - Google Patents
Strip, which is poured, after a kind of assembled architecture laminated floor slab hangs die body system Download PDFInfo
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- CN209620585U CN209620585U CN201920245212.4U CN201920245212U CN209620585U CN 209620585 U CN209620585 U CN 209620585U CN 201920245212 U CN201920245212 U CN 201920245212U CN 209620585 U CN209620585 U CN 209620585U
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Abstract
Strip is poured after a kind of assembled architecture laminated floor slab and hangs die body system, is poured in strip after the formation of two neighboring Prefabricated stacking floor, from bottom to top includes Steel bar rack, removable centrum, to wire drawing thick stick, multi-layer board, flitch, U-shaped reinforcing bar and sizing gasket；Steel bar rack includes horizontally disposed transverse bar and the vertical dowel for being perpendicularly fixed at transverse bar bottom；The bottom of vertical dowel is fixedly connected with removable centrum；It is fixedly connected at the top of wire drawing thick stick with removable centrum, bottom setting type gasket and nut after multi-layer board and U-shaped reinforcing bar are fastened；Multi-layer board level pours the bottom of strip after being set to, several flitches for pouring strip prolonging direction after by bottom are supported；The lateral support of U-shaped reinforcing bar realizes the integration connection for hanging die body system in the bottom of flitch, two side arms of be formed gasket while support U-shaped reinforcing bar.
Description
Technical field
The utility model relates to strip technical field is poured after laminated floor slab, and in particular to a kind of assembled architecture laminated floor slab
After pour strip and hang die body system.
Background technique
The building roof system of assembled monolithic concrete structure generally uses laminated floor slab.To guarantee horizontal power transmission effect and floor
Monoblock type Cast-in-Situ Segment is usually arranged in structural integrity, contiguous prefabricated superimposed sheet plate side.At present in construction, prefabricated superimposed sheet is hung
Dress is in place and after correcting absolute altitude, and strip position is poured after using hoisting die construction technique, pours Strip after carrying out according to design requirement
Muscle binding and concreting.Poured after strip concrete strength reach job specfication require after, form removal.
The construction at strip position is poured to after, though existing there are many construction method, concrete formation is ineffective.It is now universal
Way is that setting steel pipe support in strip position is poured after, this way support force is excessive, and Prefabricated stacking floor is easy to jack up, and board bottom is flat
Whole degree is poor.Concrete formation is ineffective, and construction convenience is poor.
Utility model content
The purpose of this utility model is that pouring strip after a kind of assembled architecture laminated floor slab hangs die body system, using hanging die worker
Skill is constructed, and uses the Steel bar rack with removable cone as hanging mould upper support, it is intended to remove bracing members, material-saving environmental, and
Guarantee concrete flatness.
To realize the above-mentioned technical purpose, the utility model adopts the following technical solution:
Strip is poured after a kind of assembled architecture laminated floor slab and hangs die body system, is formed set on two neighboring Prefabricated stacking floor
After pour in strip, it is characterised in that: from bottom to top include Steel bar rack, removable centrum, to wire drawing thick stick, multi-layer board, flitch, U-shaped
Reinforcing bar and sizing gasket；
The Steel bar rack includes horizontally disposed transverse bar and the vertical dowel for being perpendicularly fixed at transverse bar bottom；The cross
Muscle pours the spaced and parallel setting of strip prolonging direction after, and the Prefabricated stacking floor of strip two sides is poured at both ends after riding upon respectively
On；The bottom of the vertical dowel is fixedly connected with removable centrum；
Described to be vertically correspondingly arranged to wire drawing thick stick and vertical dowel, top is fixedly connected with removable centrum, and bottom is worn
Setting type gasket and nut after multi-layer board and U-shaped reinforcing bar is crossed to be fastened；
The multi-layer board level pours the bottom of strip after being set to, poured after by bottom several flitches of strip prolonging direction into
Row support；Multiple-plate two sides upper surface is bonded with the bottom surface of the Prefabricated stacking floor on both sides；
The U-shaped reinforcing bar lateral support is arranged in a one-to-one correspondence in the bottom of flitch with the Steel bar rack at top, described pair of drawing
Lead screw passes through among U-shaped reinforcing bar, and two side arms of sizing gasket while support U-shaped reinforcing bar realize the integration for hanging die body system
Connection.
As the optimal technical scheme of the utility model, the removable centrum is set to the bottom of horizontal transverse bar, and center is set
There is vertical through-hole, the through-hole is equipped with internal screw thread；The vertical dowel sets external screw thread, bottom and the top to wire drawing thick stick
Respectively out of, the upper and lower opening of through-hole is hung into removable centrum through-hole.
It is further preferred that vertical dowel is connected with to wire drawing thick stick in removable centrum interior contact.
It is further preferred that being only centrally located one on each transverse bar when the width for pouring strip after is 100~200mm
The vertical dowel of root, correspondingly, the removable centrum and also corresponding with vertical dowel to the number of wire drawing thick stick.
It is further preferred that when the width for pouring strip after is 200~400mm, interval setting two altogether on each transverse bar
Vertical dowel, correspondingly, the removable centrum and also corresponding with vertical dowel to the number of wire drawing thick stick.
It is further preferred that the number of the flitch is 2-3, in multi-layer board two sides position corresponding with Prefabricated stacking floor
It sets and is respectively set one.
It is further preferred that height adjustment is respectively set between the transverse bar both ends and the upper surface of Prefabricated stacking floor
Muscle.
It is further preferred that the multi-layer board is the wooden multi-layer board of 15mm thickness, edge pastes waterproof adhesive tape, prefabricated overlapping
Tongue and groove is correspondingly provided on floor.
It is further preferred that the setting spacing of the transverse bar and U-shaped reinforcing bar is 600mm, apart from 100~150mm of edge
Starting setting.
Compared with prior art, the utility model has the technical advantages that:
The utility model structure is simple, easy for construction, after pour strip position and be not provided with bracing members, and use hang mold technique into
Row construction.Using the Steel bar rack with removable cone as mould upper support is hung, steel have been saved, have reduced live material investment
Cost accelerates engineering construction progress, ensure that construction quality, has significant social and economic benefit.
Detailed description of the invention
By made detailed description in conjunction with the following drawings, above-mentioned and/or other aspects and advantage of the utility model will
It becomes more apparent upon and is easier to understand, these attached drawings are only schematical, are not intended to limit the utility model, in which:
Fig. 1 be the utility model relates to embodiment one schematic view of facade structure；
Fig. 2 be the utility model relates to embodiment one overlooking structure diagram；
Fig. 3 be the utility model relates to embodiment two schematic view of facade structure；
Fig. 4 be the utility model relates to embodiment two overlooking structure diagram；
Fig. 5 be the utility model relates to embodiment two schematic perspective view.
Appended drawing reference: strip, 3- transverse bar, the vertical dowel of 4-, the removable centrum of 5-, 6- are poured after 1- Prefabricated stacking floor, 2-
To wire drawing thick stick, 7- multi-layer board, 8- flitch, 9-U shape reinforcing bar, 10- height adjustment muscle, 11- sizing gasket, 12- nut.
Specific embodiment
Hereinafter, it describes to pour strip after the assembled architecture laminated floor slab of the utility model with reference to the accompanying drawings and hangs die body system
Embodiment.
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.
The attached drawing of this specification is schematic diagram, aids in illustrating the design of the utility model, it is schematically indicated each section
Shape and its correlation.It note that for the ease of clearly showing the structure of each component of the utility model embodiment, respectively
It is not drawn according to identical ratio between attached drawing.Identical reference marker is for indicating identical part.
The principles of the present invention and feature are described below in conjunction with attached drawing, example is served only for explaining that this is practical
It is novel, it is not intended to limit the scope of the utility model.Strip is poured after a kind of assembled architecture laminated floor slab and hangs die body system, is set to
Two neighboring Prefabricated stacking floor 1 pours in strip 2 after being formed, it is characterised in that: from bottom to top includes Steel bar rack, removable vertebra
Body 5, to wire drawing thick stick 6, multi-layer board 7, flitch 8, U-shaped reinforcing bar 9 and sizing gasket 11；Steel bar rack includes horizontally disposed transverse bar 3
With the vertical dowel 4 for being perpendicularly fixed at transverse bar bottom；Transverse bar 3 pours the spaced and parallel setting of 2 prolonging direction of strip, both ends after
On the Prefabricated stacking floor 1 for pouring 2 two sides of strip after riding upon respectively, between 3 both ends of transverse bar and the upper surface of Prefabricated stacking floor 1
Height adjustment muscle 10 is respectively set.The bottom of vertical dowel 4 is fixedly connected with removable centrum 5；To wire drawing thick stick 6 with vertically connect
Muscle 4 is vertically correspondingly arranged, and top is fixedly connected with removable centrum 5, and bottom sets shaped pad after passing through multi-layer board 7 and U-shaped reinforcing bar 9
Piece 11 and nut 12 are fastened；7 multi-layer board 7 of multi-layer board is the wooden multi-layer board of 15mm thickness, and level pours strip 2 after being set to
Bottom, several flitches 8 for pouring 2 prolonging direction of strip after by bottom are supported, edge patch waterproof adhesive tape, and multiple-plate two
Side upper surface is bonded with the bottom surface of the Prefabricated stacking floor 1 on both sides；9 lateral support of U-shaped reinforcing bar is in the bottom of flitch 8, with top
Steel bar rack be arranged in a one-to-one correspondence, wire drawing thick stick 6 is passed through among U-shaped reinforcing bar 9, sizing gasket 11 simultaneously support U-shaped reinforcing bar 9
Two side arms, realize hang die body system integration connection.Removable centrum 5 is set to the bottom of horizontal transverse bar 3, and center is equipped with perpendicular
To through-hole, through-hole be equipped with internal screw thread；Vertical dowel 4 sets external screw thread, and bottom is with the top to wire drawing thick stick 6 respectively from through-hole
Upper and lower opening be hung into the through-hole of removable centrum 5.It is preferred that vertical dowel 4 and connecting to wire drawing thick stick 6 in removable 5 interior contact of centrum
It connects.
Such as Fig. 1 and Fig. 2, when the width that strip 2 is poured after is 100~200mm, one is centrally located on each transverse bar 3 and is erected
To dowel 4, correspondingly, removable centrum 5 and also corresponding with vertical dowel 4 to the number of wire drawing thick stick 6.Such as Fig. 3~5, when after
When the width for pouring strip 2 is 200~400mm, setting two vertical dowels 4 in interval on each transverse bar 3, correspondingly, removable vertebra
Body 5 and also corresponding with vertical dowel 4 to the number of wire drawing thick stick 6.The number of flitch 8 is 2-3,7 two sides of multi-layer board with it is prefabricated
The corresponding position of laminated floor slab 1 is respectively set one.The setting spacing of transverse bar 3 and U-shaped reinforcing bar 9 is 600mm, apart from edge
100~150mm starting setting.
Steel bar rack uses 20 reinforcing bar of three-level, along hoard strip longitudinal pitch 600mm.Removable cone 5 uses 45# steel, right
Wire drawing thick stick 6 is Φ 12.The multi-layer board 7 that strip lower part template uses 15mm thickness is poured afterwards, and longitudinal main rib uses 40*80 mm flitch 8.
Template bottom holding clamp is using the U-shaped reinforcing bar 9 of C 20 and the sizing gasket 11 of steel.Superimposed sheet tongue and groove and plank sheathing contact position
It sets bilateral and pastes waterproof adhesive tape.
When construction, Prefabricated stacking floor lifting is in place and after correcting absolute altitude, and strip position is poured after and is used with removable cone
Steel bar rack as hanging mould upper support, the binding of strip reinforcing bar is poured after carrying out according to design requirement, formwork reinforcement is completed simultaneously complete
Portion carries out concreting after checking and accepting.Poured after strip concrete strength reach job specfication require after, plate is poured after dismounting
Band template.Steps are as follows for Specific construction:
1) independent bracing members position, arrangement design are determined
According to superimposed sheet length, width, after pour strip position and carry out independent bracing members typesetting design.Independent bracing members setting
Principle are as follows: horizontal spacing is not preferably greater than 1.2 m, and longitudinal pitch (along plate length) is not preferably greater than 1.8 m, and floor support beams are preferably selected
" several " word beam (80 mm height), aluminium alloy I-beam (6061-T6 type, 185 mm height) or the lumps of wood (100*100 mm).It is independent
Bracing members layout drawing need to can construct after site technology responsible person confirms.
2) Prefabricated stacking floor lifting and correction
After independent bracing members install, Prefabricated stacking floor lifting is carried out, correct absolute altitude after being installed in time and is put down
Face position guarantees installation accuracy.
3) strip formwork erection is poured after
After pour strip and constructed using hanging mold technique.It is used as using the Steel bar rack with removable cone and hangs mould top branch
Support.Steel bar rack uses 20 reinforcing bar of three-level, along hoard strip longitudinal pitch 600mm.Removable cone uses 45# steel, to wire drawing thick stick
Φ12。
After pour strip lower part template using 15mm thickness multi-layer board, longitudinal main rib uses 40*80 mm flitch.Template bottom is solid
Determine U-shaped reinforcing bar+steel sizing gasket that fixture uses C 20.Prefabricated superimposed sheet tongue and groove and multi-layer board contact position bilateral are pasted
Waterproof adhesive tape.
4) reinforcing bar is bound
After formwork erection is completed and corrected, the binding of laminated floor slab reinforcing bar is carried out.
5) concreting
After pour strip concrete and poured together with the cast-in-place concrete layer of laminated floor slab top.To make overlapping layers and prefabricated overlapping
Board bottom plate is firmly combined, and conscientiously cleans plate face, to the place for having greasy dirt, should be cut surface (about 5mm), is exposed and is not contaminated table
Face.It is clean with pressure flush of water before pouring, it not make floating ash product in impression.
Before concreting, using positioning fixture inspection and prefabricated components exposed steel bar is corrected.It will before casting concrete
Joint bar extending part wraps up adhesive tape, and casting concrete is avoided to pollute splice.For guarantee prefabricated superimposed sheet bottom plate and support by
Power is uniform, and concreting is poured from centre to both sides, avoids local concrete preloading excessive.It controls before concreting into mould
Temperature, concreting should continuously construct, primary to complete.It is vibrated using vibration board, overflows bubble in concrete, guarantee
Vibration compacting.Concrete molding temperature summer is not higher than 35 degree, and winter is not less than 5 degree.Superposed member and periphery cast-in-place concrete
When structural attachments concreting, Ying Jiami vibrates a little, guarantees structure position concrete vibrating quality.Worker is existed with the wooden darby
Concrete surface is struck off on horizontal plane, is rubbed with the hands immediately with wooden float flat.After concrete initial set, before final set, last layer and dry wall
The faying face of plate should take plucking measure.Maintenance in time after the completion of concreting, guarantees that surface wettability, curing time are no less than
14 days.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (9)
1. pouring strip after a kind of assembled architecture laminated floor slab hangs die body system, it is set to two neighboring Prefabricated stacking floor (1) and is formed
After pour in strip (2), it is characterised in that: from bottom to top include Steel bar rack, removable centrum (5), to wire drawing thick stick (6), multilayer
Plate (7), flitch (8), U-shaped reinforcing bar (9) and sizing gasket (11)；
The Steel bar rack includes horizontally disposed transverse bar (3) and the vertical dowel (4) for being perpendicularly fixed at transverse bar bottom；It is described
Transverse bar (3) pours the spaced and parallel setting of strip (2) prolonging direction after, and the pre- of strip (2) two sides is poured at both ends after riding upon respectively
On laminated floor slab (1) processed；The bottom of the vertical dowel (4) is fixedly connected with removable centrum (5)；
Described to be vertically correspondingly arranged to wire drawing thick stick (6) and vertical dowel (4), top is fixedly connected with removable centrum (5), bottom
Portion passes through multi-layer board (7) and U-shaped reinforcing bar (9), and setting type gasket (11) and nut (12) are fastened afterwards；
Multi-layer board (7) level pours the bottom of strip (2) after being set to, pour the several of strip (2) prolonging direction after by bottom
Flitch (8) is supported；Multiple-plate two sides upper surface is bonded with the bottom surface of the Prefabricated stacking floor (1) on both sides；
U-shaped reinforcing bar (9) lateral support is arranged in a one-to-one correspondence in the bottom of flitch (8) with the Steel bar rack at top, described right
Wire drawing thick stick (6) passes through among U-shaped reinforcing bar (9), and two side arms of sizing gasket (11) while support U-shaped reinforcing bar (9), realization is hung
The integration connection of die body system.
2. pouring strip after a kind of assembled architecture laminated floor slab according to claim 1 hangs die body system, it is characterised in that: institute
The bottom that removable centrum (5) are set to horizontal transverse bar (3) is stated, center is equipped with vertical through-hole, and the through-hole is equipped with internal screw thread；Institute
It states vertical dowel (4) and sets external screw thread, bottom and removable vertebra is hung into from the upper and lower opening of through-hole respectively to the top of wire drawing thick stick (6)
In the through-hole of body (5).
3. pouring strip after a kind of assembled architecture laminated floor slab according to claim 2 hangs die body system, it is characterised in that: institute
Vertical dowel (4) is stated to connect with the interior contact to wire drawing thick stick (6) in removable centrum (5).
4. pouring strip after a kind of assembled architecture laminated floor slab according to claim 1 hangs die body system, it is characterised in that: when
When the width for pouring strip (2) afterwards is 100~200mm, only a vertical dowel (4), phase are being centrally located on each transverse bar (3)
It answers, the removable centrum (5) and also corresponding with vertical dowel (4) to the number of wire drawing thick stick (6).
5. pouring strip after a kind of assembled architecture laminated floor slab according to claim 1 hangs die body system, it is characterised in that: when
When the width for pouring strip (2) afterwards is 200~400mm, two vertical dowels (4) are arranged in interval altogether on each transverse bar (3), accordingly
, the removable centrum (5) and also corresponding with vertical dowel (4) to the number of wire drawing thick stick (6).
6. pouring strip after a kind of assembled architecture laminated floor slab according to claim 1 hangs die body system, it is characterised in that: institute
The number for stating flitch (8) is 2-3, is respectively set one in multi-layer board (7) two sides position corresponding with Prefabricated stacking floor (1)
Item.
7. pouring strip after a kind of assembled architecture laminated floor slab according to claim 1 hangs die body system, it is characterised in that: institute
It states and height adjustment muscle (10) is respectively set between transverse bar (3) both ends and the upper surface of Prefabricated stacking floor (1).
8. pouring strip after a kind of assembled architecture laminated floor slab according to claim 1 hangs die body system, it is characterised in that: institute
The wooden multi-layer board that multi-layer board (7) are 15mm thickness is stated, edge pastes waterproof adhesive tape, and Prefabricated stacking floor is correspondingly provided with enterprise on (1)
Mouthful.
9. pouring strip after a kind of assembled architecture laminated floor slab according to claim 1 hangs die body system, it is characterised in that: institute
The setting spacing for stating transverse bar (3) and U-shaped reinforcing bar (9) is 600mm, starts to walk to be arranged apart from 100~150mm of edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920245212.4U CN209620585U (en) | 2019-02-27 | 2019-02-27 | Strip, which is poured, after a kind of assembled architecture laminated floor slab hangs die body system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920245212.4U CN209620585U (en) | 2019-02-27 | 2019-02-27 | Strip, which is poured, after a kind of assembled architecture laminated floor slab hangs die body system |
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| Publication Number | Publication Date |
|---|---|
| CN209620585U true CN209620585U (en) | 2019-11-12 |
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| CN201920245212.4U Active CN209620585U (en) | 2019-02-27 | 2019-02-27 | Strip, which is poured, after a kind of assembled architecture laminated floor slab hangs die body system |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502256A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Laminated slab and seam hanging die breakable split assembly |
| CN111636677A (en) * | 2020-05-28 | 2020-09-08 | 江苏中南建筑产业集团有限责任公司 | Construction process of assembly type building laminated slab post-cast plate strip support-free system |
| 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 |
| CN113152763A (en) * | 2021-04-12 | 2021-07-23 | 中国十七冶集团有限公司 | Wrong platform prevention device for ZDB prestressed concrete laminated slab and use method of wrong platform prevention device |
| CN114108917A (en) * | 2021-12-09 | 2022-03-01 | 中铁建设集团有限公司 | Height-adjustable assembly type composite floor slab construction method |
| CN114197756A (en) * | 2021-11-25 | 2022-03-18 | 北京市住宅产业化集团股份有限公司 | Assembly type building transfer floor steel bar positioning clamp and construction method thereof |
-
2019
- 2019-02-27 CN CN201920245212.4U patent/CN209620585U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502256A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Laminated slab and seam hanging die breakable split assembly |
| CN111636677A (en) * | 2020-05-28 | 2020-09-08 | 江苏中南建筑产业集团有限责任公司 | Construction process of assembly type building laminated slab post-cast plate strip support-free system |
| 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 |
| CN113152763A (en) * | 2021-04-12 | 2021-07-23 | 中国十七冶集团有限公司 | Wrong platform prevention device for ZDB prestressed concrete laminated slab and use method of wrong platform prevention device |
| CN114197756A (en) * | 2021-11-25 | 2022-03-18 | 北京市住宅产业化集团股份有限公司 | Assembly type building transfer floor steel bar positioning clamp and construction method thereof |
| CN114197756B (en) * | 2021-11-25 | 2023-07-21 | 北京市住宅产业化集团股份有限公司 | Construction method of assembly type construction conversion layer steel bar positioning clamp |
| CN114108917A (en) * | 2021-12-09 | 2022-03-01 | 中铁建设集团有限公司 | Height-adjustable assembly type composite floor slab construction method |
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