CN110748153A - Novel cast-in-place slab band of assembled frame construction hangs mould device - Google Patents
Novel cast-in-place slab band of assembled frame construction hangs mould device Download PDFInfo
- Publication number
- CN110748153A CN110748153A CN201911165779.1A CN201911165779A CN110748153A CN 110748153 A CN110748153 A CN 110748153A CN 201911165779 A CN201911165779 A CN 201911165779A CN 110748153 A CN110748153 A CN 110748153A
- Authority
- CN
- China
- Prior art keywords
- batten
- concrete prefabricated
- slab band
- formwork
- length direction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end shutterings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/18—Devices for suspending or anchoring form elements to girders placed in ceilings, e.g. hangers
Abstract
The invention provides a novel prefabricated frame structure cast-in-place slab band formwork hanging device, wherein concrete prefabricated blocks and a formwork are respectively arranged on the upper side and the lower side of a slab band joint between two adjacent superimposed slabs along the length direction of the slab band joint, the two concrete prefabricated blocks are respectively arranged above the two superimposed slabs, the two sides of the formwork respectively extend to the lower sides of the two superimposed slabs, a first batten and a second batten are respectively arranged above the concrete prefabricated blocks and below the formwork, the first batten and the second batten are respectively arranged in parallel along the length direction of the slab band joint, the two sides of the first batten are erected on the two concrete prefabricated blocks, the first batten and the second batten are connected through split bolts, and the split bolts are distributed along the length direction of the first batten and the second batten. The problems that a traditional formwork supporting system is long in consumed time, a formwork is wasted greatly, and construction progress of a cast-in-place section of a follow-up beam slab is influenced are solved. Belongs to the field of assembly type construction engineering.
Description
Technical Field
The invention relates to a novel cast-in-place plate strip mold hanging device with an assembly type frame structure, and belongs to the field of assembly type constructional engineering.
Background
With the continuous development of the construction industry, the assembly type building is more and more concerned and applied by the society. In the fabricated building construction engineering, the laminated slab is usually disassembled according to the production line size of a component manufacturer and the hoisting performance of on-site hoisting equipment, and a slab band seam (hereinafter referred to as a slab band) is formed after the laminated slab is hoisted. If the traditional formwork support system is adopted, when the concrete of the laminated slab band is poured, the wood formwork is fully paved below the laminated slab and the support rod pieces are arranged, so that the time consumption is long, the formwork waste is large, the construction progress of a cast-in-place section of a subsequent beam slab is influenced, and the characteristic of high construction speed of the fabricated building is not met.
Disclosure of Invention
The invention provides a novel prefabricated frame structure cast-in-place slab band formwork hanging device, which aims to solve the problems that a traditional formwork supporting system is long in consumed time and large in formwork waste, and construction progress of a cast-in-place section of a follow-up beam slab is influenced.
For solving above-mentioned problem, plan to adopt such cast-in-place slab band formwork device of assembled frame construction, including concrete prefabricated section and template, concrete prefabricated section and template set up in the upper and lower both sides of the slab band seam between two adjacent superimposed sheets along the length direction of slab band seam respectively, and two concrete prefabricated sections settle respectively in the top of two superimposed sheets, the both sides of template extend the below of two superimposed sheets respectively, and the top of concrete prefabricated section and the below of template are provided with first flitch and second flitch respectively, and first flitch and second flitch are all along the length direction mutual parallel arrangement in slab band gap, and the both sides of first flitch are set up on two concrete prefabricated sections, and through split bolt drawknot between first flitch and the second flitch, and split bolt distributes along the length direction of first flitch and second flitch and sets up.
Among the aforementioned mould hanging device, split bolt is two steel pipe split bolts, and the length direction that the flitch was all followed to every one end of split bolt promptly sets up two steel pipes, and two steel pipes set up between the relative both sides of split bolt tip and the flitch, when screwing split bolt, on two steel pipes were located to the relative both sides of split bolt tip pressure respectively to make the flitch atress more balanced, for excelling in to the split bolt, interval 600 mm: the lower part is fixed by welding, and the upper part is adjusted in height by a movable butterfly clamp.
Aiming at the problems that the assembly type building construction engineering is required to split the laminated slab according to the production line size of a component manufacturer and the hoisting performance of on-site hoisting equipment, a slab band joint exists after the laminated slab is hoisted, if a traditional template supporting system is adopted, a wood template is fully paved and a supporting rod piece is arranged under the laminated slab when the concrete of the laminated slab band is poured, the consumed time is long, the template waste is large, the construction progress of a cast-in-place section of a subsequent beam slab is influenced, and the construction speed of the assembly type building is not met.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be further described in detail with reference to the accompanying drawings.
Example (b):
referring to fig. 1, the present embodiment provides a novel prefabricated frame structure cast-in-place slab band formwork apparatus, including a concrete prefabricated block 1 and a formwork 2, the concrete prefabricated block 1 and the formwork 2 are respectively disposed on the upper and lower sides of a slab band seam 3 between two adjacent superimposed slabs 4 along the length direction of the slab band seam 3, the length x width x height of the concrete prefabricated block 1 is 120mmx80mmx80mm, the two concrete prefabricated blocks 1 are respectively disposed above the two superimposed slabs 4, both sides of the formwork 2 respectively extend below the two superimposed slabs 4, a first batten 5 and a second batten 6 are respectively disposed above the concrete prefabricated block 1 and below the formwork 2, the first batten 5 and the second batten 6 are both disposed in parallel with each other along the length direction of the slab band seam 3, both sides of the first batten 5 are lapped on the two concrete prefabricated blocks 1, and the first batten 5 and the second batten 6 are tied by a tie bolt 7, the split bolts 7 are distributed along the length direction of the first batten 5 and the second batten 6.
To stay bolt 7 for two steel pipe stay bolts, the length direction who all follows the flitch promptly to every one end of stay bolt 7 sets up two steel pipes, and two steel pipes set up between the relative both sides of stay bolt 7 tip and the flitch, when screwing stay bolt 7, press respectively on locating two steel pipes to the relative both sides of stay bolt 7 tip to make the flitch atress more balanced, for excelling in to the stay bolt 7 screw rod, interval 600 mm: the lower part is fixed by welding, and the upper part is adjusted in height by a movable butterfly clamp.
The cast-in-place slab band hanging formwork construction technology process of the fabricated frame structure comprises the following steps:
positioning and paying-off → installing concrete precast blocks → erecting a template → adjusting elevation → reinforcing.
Prefabricating a concrete block: and according to the requirements of construction drawings, prefabricating the concrete blocks by adopting the concrete with the same mark number as the floor slab.
Positioning and paying off: and carrying out accurate positioning and paying-off on the concrete cushion block and the slab band bottom template according to the plane layout drawing of the laminated slab band, wherein the positioning error is not more than 10 mm.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (2)
1. The utility model provides a novel cast-in-place slab band of assembled frame construction hangs mould device which characterized in that: the concrete prefabricated slab comprises concrete prefabricated blocks (1) and templates (2), wherein the concrete prefabricated blocks (1) and the templates (2) are respectively arranged on the upper side and the lower side of a slab band joint (3) between two adjacent laminated slabs (4) along the length direction of the slab band joint (3), the two concrete prefabricated blocks (1) are respectively arranged above the two laminated slabs (4), the two sides of the templates (2) respectively extend to the lower sides of the two laminated slabs (4), a first batten (5) and a second batten (6) are respectively arranged above the concrete prefabricated blocks (1) and below the templates (2), the first batten (5) and the second batten (6) are respectively arranged in parallel along the length direction of the slab band joint (3), the two sides of the first batten (5) are erected on the two concrete prefabricated blocks (1), and the first batten (5) and the second batten (6) are connected by a split bolt (7), the split bolts (7) are distributed along the length direction of the first batten (5) and the second batten (6).
2. The novel assembled framework structure cast-in-place slab band mold hanging device is characterized in that: the split bolt (7) is a double-steel-pipe split bolt, namely, two steel pipes are arranged at each end of the split bolt (7) along the length direction of the batten, the two steel pipes are arranged between the two opposite sides of the end part of the split bolt (7) and the batten, and when the split bolt (7) is screwed, the two opposite sides of the end part of the split bolt (7) are respectively pressed on the two steel pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911165779.1A CN110748153A (en) | 2019-11-25 | 2019-11-25 | Novel cast-in-place slab band of assembled frame construction hangs mould device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911165779.1A CN110748153A (en) | 2019-11-25 | 2019-11-25 | Novel cast-in-place slab band of assembled frame construction hangs mould device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110748153A true CN110748153A (en) | 2020-02-04 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911165779.1A Pending CN110748153A (en) | 2019-11-25 | 2019-11-25 | Novel cast-in-place slab band of assembled frame construction hangs mould device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110748153A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502258A (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 | Superimposed sheet pours mould split subassembly with seam hoist and mount |
| 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 |
| CN111502042A (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 | Assembly laminated slab joint pouring body, breakable pouring mold and construction method thereof |
| CN111502255A (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 | Fabricated building laminated slab joint pouring body, pouring hanging die and construction method thereof |
| CN111502257A (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 | Easy-to-dismount type superimposed sheet seam hanging die 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 |
-
2019
- 2019-11-25 CN CN201911165779.1A patent/CN110748153A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502258A (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 | Superimposed sheet pours mould split subassembly with seam hoist and mount |
| 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 |
| CN111502042A (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 | Assembly laminated slab joint pouring body, breakable pouring mold and construction method thereof |
| CN111502255A (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 | Fabricated building laminated slab joint pouring body, pouring hanging die and construction method thereof |
| CN111502257A (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 | Easy-to-dismount type superimposed sheet seam hanging die 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 |
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