CN203296227U - Height-adjustable inner die shell of cast-in-place concrete hollow plate - Google Patents

Height-adjustable inner die shell of cast-in-place concrete hollow plate Download PDF

Info

Publication number
CN203296227U
CN203296227U CN2013203304315U CN201320330431U CN203296227U CN 203296227 U CN203296227 U CN 203296227U CN 2013203304315 U CN2013203304315 U CN 2013203304315U CN 201320330431 U CN201320330431 U CN 201320330431U CN 203296227 U CN203296227 U CN 203296227U
Authority
CN
China
Prior art keywords
upper shell
shell body
height
lower house
connection block
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.)
Expired - Fee Related
Application number
CN2013203304315U
Other languages
Chinese (zh)
Inventor
林基敏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN2013203304315U priority Critical patent/CN203296227U/en
Application granted granted Critical
Publication of CN203296227U publication Critical patent/CN203296227U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model provides a height-adjustable inner die shell of a cast-in-place concrete hollow plate, and relates to the technical field of building materials. The height-adjustable inner die shell comprises an upper shell body and a lower shell body, corresponding connecting bases are evenly distributed on the periphery of the inner side of the upper shell body and the periphery of the inner side of the lower shell body, the connecting bases of the upper shell body and the connecting bases of the lower shell body are correspondingly provided with inserting holes, inserting columns are arranged in the inserting holes, tying grooves are formed in the upper shell body and the lower shell body, a height adjusting frame is arranged between the upper shell body and the lower shell body, a connecting base is arranged on the position, corresponding to the connecting bases of the upper shell body and the connecting bases of the lower shell body, of the inner side of the height adjusting frame, the upper side and the lower side of the connecting base of the height adjusting frame are respectively provided with inserting holes matched with the inserting columns, and tying grooves matched with the tying grooves of the upper shell body and the tying grooves of the lower shell body are formed in positions, corresponding to the tying grooves of the upper shell body and the tying grooves of the lower shell body, of the periphery of the height adjusting frame. The inner die shell is adjustable in height, convenient to use, wide in application range, and capable of effectively avoiding the possibility of sagging of the upper side face of the upper shell body.

Description

The interior formwork of a kind of adjustable height cast-in-situ concrete hollow slab
Technical field
The utility model relates to building material technical field, says in detail it is a kind of interior adjustable, applied widely interior formwork of adjustable height cast-in-situ concrete hollow slab of formwork height as required.
Background technology
We know, for the own wt, the saving that reduce highrise building, save material and make building more firm, and in the building constructions field, concrete floorslab is solid floor substantially at present.Cassette ceiling is at the scene in casting process, hollow interior formwork is set forms in concrete; Interior formwork, as a kind of constructional materials of concrete floorslab, generally adopts plastics or glass fiber reinkorced concrete (GRC) to make.Existing interior formwork for cast-in-place concrete hollow floor slab, cuboid or the gengon of the hollow that is formed by upper shell and lower house, on the periphery of upper shell and lower house inboard, be evenly equipped with corresponding Connection Block, the corresponding spliced eye that is provided with on the Connection Block of upper shell and lower house, upper shell and lower house are provided with for it being tied up to the binding groove that is fastened as a whole; During use, upper shell and lower house is involutory, use the iron wire bundle to be combined into integral body.This interior formwork, in casting process, upper shell upper side pressurized easily easily sink, can not meet canonical sized requirement in middle part, because the upper shell upper side sink, materials too much cause deadweight to strengthen, affects construction quality; The height of inner membrance is fixed, can not be as required and suitably adjust, use limited, the scope of application is narrow.
Summary of the invention
The objective of the invention is to solve above-mentioned the deficiencies in the prior art, provide a kind of upper shell upper side to be difficult for sinking, construction quality is high, and the internal mold height can be adjusted as required, the interior formwork of adjustable height cast-in-situ concrete hollow slab applied widely.
The present invention solves the technical scheme that above-mentioned the deficiencies in the prior art adopt:
the interior formwork of a kind of adjustable height cast-in-situ concrete hollow slab, comprise upper shell and lower house, on the periphery of upper shell and lower house inboard, be evenly equipped with corresponding Connection Block, the corresponding spliced eye that is provided with on the Connection Block of upper shell and lower house, in spliced eye, be provided with inserting column, upper shell and lower house are provided with binding groove, it is characterized in that between upper shell and lower house being provided with the height conditioning box, height conditioning box inboard is provided with Connection Block with the Connection Block corresponding section on upper shell and lower house, the both sides, Connection Block up and down of height conditioning box are respectively equipped with the spliced eye that matches with inserting column, on height conditioning box periphery, with the binding groove opposite position of upper shell and lower house, be provided with the binding groove that matches with it.
The middle part of the upper shell upper side described in the present invention and lower house downside is provided with relative circular positioning convex, and circular positioning convex is provided with stay pipe.
Height conditioning box inside described in the present invention is provided with strengthens firm plate.Strengthening firm plate is connected between the height conditioning box inwall with certain angle.The height conditioning box is symmetrical with the upper shell described in the present invention and lower house, and upper shell and lower house fasten the cuboid of rear composition hollow mutually.
During use, can regulate as required the height of interior formwork, can need all to improve according to design, also can be as the case may be, improve temporarily part, between upper shell and lower house, can set up multilayer height conditioning box, to reach construction requirement.Between upper shell upper side and lower house downside, stay pipe has good supporting role in the middle of housing, has effectively avoided the sagging possibility of upper shell upper side.The present invention have the internal mold height can adjust as required, applied widely, the upper shell upper side be difficult for to sink, with the high advantage of the construction quality of its construction.The present invention is applicable to hollow building cover, roof system, sole plate and the hollow bridges of cast-in-situ steel reinforced concrete or prestressed reinforced concrete and uses.
The accompanying drawing explanation
Fig. 1 is exploded view of the present invention.
Fig. 2 is the structural representation that inserts in the Connection Block spliced eye of upper shell or lower house in the present invention after inserting column.
The specific embodiment
the interior formwork of adjustable height cast-in-situ concrete hollow slab as shown in the figure, comprise upper shell 2 and lower house 9, on the periphery of upper shell 2 and lower house 9 inboards, be evenly equipped with corresponding Connection Block, the corresponding spliced eye 8 that is provided with on the Connection Block of upper shell and lower house, in spliced eye, be provided with inserting column 7, upper shell and lower house are provided with binding groove 1, 10, between upper shell and lower house, be provided with height conditioning box 6, height conditioning box 6 inboards are provided with Connection Block 5 with the Connection Block corresponding section on upper shell and lower house, the both sides, Connection Block up and down of height conditioning box 6 are respectively equipped with the spliced eye 4 that matches with inserting column 7, two spliced eyes of the same Connection Block of height conditioning box 6 also can be at the through hole of Connection Block up/down perforation, height conditioning box inside is provided with strengthens firm plate 12, strengthening firm plate 12 is connected between the height conditioning box inwall with certain angle.On height conditioning box periphery, with the binding groove opposite position of upper shell and lower house, be provided with the binding groove that matches with it.Described upper shell and lower house are symmetrical, and upper shell and lower house fasten the cuboid of rear composition hollow mutually.
The present invention further improves, and described upper shell upper side is inboard is provided with relative circular positioning convex 11 with the middle part of lower house downside inboard, and circular positioning convex 11 is provided with stay pipe 3.
During use, can regulate as required the height of interior formwork, can need all to improve according to design, also can be as the case may be, improve temporarily part, between upper shell and lower house, can set up multilayer height conditioning box, to reach construction requirement.Between upper shell upper side and lower house downside, stay pipe has good supporting role in the middle of housing, has effectively avoided the sagging possibility of upper shell upper side.The present invention has that the inner membrance height can be adjusted as required, the scope of application is wide, and the upper shell upper side is difficult for sinking, with the high advantage of the construction quality of its construction.The present invention is applicable to hollow building cover, roof system, sole plate and the hollow bridges of cast-in-situ steel reinforced concrete or prestressed reinforced concrete and uses.

Claims (3)

1. interior formwork of adjustable height cast-in-situ concrete hollow slab, comprise upper shell and lower house, on the periphery of upper shell and lower house inboard, be evenly equipped with corresponding Connection Block, the corresponding spliced eye that is provided with on the Connection Block of upper shell and lower house, in spliced eye, be provided with inserting column, upper shell and lower house are provided with binding groove, it is characterized in that between upper shell and lower house being provided with the height conditioning box, height conditioning box inboard is provided with Connection Block with the Connection Block corresponding section on upper shell and lower house, the both sides, Connection Block up and down of height conditioning box are respectively equipped with the spliced eye that matches with inserting column, on height conditioning box periphery, with the binding groove opposite position of upper shell and lower house, be provided with the binding groove that matches with it.
2. the interior formwork of adjustable height cast-in-situ concrete hollow slab according to claim 1, is characterized in that the middle part of described upper shell upper side and lower house downside is provided with relative circular positioning convex, and circular positioning convex is provided with stay pipe.
3. the interior formwork of adjustable height cast-in-situ concrete hollow slab according to claim 1 and 2, is characterized in that described height conditioning box inside is provided with the firm plate of reinforcement.
CN2013203304315U 2013-06-08 2013-06-08 Height-adjustable inner die shell of cast-in-place concrete hollow plate Expired - Fee Related CN203296227U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013203304315U CN203296227U (en) 2013-06-08 2013-06-08 Height-adjustable inner die shell of cast-in-place concrete hollow plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013203304315U CN203296227U (en) 2013-06-08 2013-06-08 Height-adjustable inner die shell of cast-in-place concrete hollow plate

Publications (1)

Publication Number Publication Date
CN203296227U true CN203296227U (en) 2013-11-20

Family

ID=49572249

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013203304315U Expired - Fee Related CN203296227U (en) 2013-06-08 2013-06-08 Height-adjustable inner die shell of cast-in-place concrete hollow plate

Country Status (1)

Country Link
CN (1) CN203296227U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421634A (en) * 2015-11-25 2016-03-23 谭泽文 Hollow truss compound core formwork
CN106985260A (en) * 2017-04-12 2017-07-28 王景亮 A kind of adjustable exhaust uptake manufactures equipment
CN107268855A (en) * 2017-07-21 2017-10-20 中国五冶集团有限公司 A kind of honeycomb cored structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421634A (en) * 2015-11-25 2016-03-23 谭泽文 Hollow truss compound core formwork
CN106985260A (en) * 2017-04-12 2017-07-28 王景亮 A kind of adjustable exhaust uptake manufactures equipment
CN107268855A (en) * 2017-07-21 2017-10-20 中国五冶集团有限公司 A kind of honeycomb cored structure
CN107268855B (en) * 2017-07-21 2019-08-13 中国五冶集团有限公司 A kind of honeycomb cored structure

Similar Documents

Publication Publication Date Title
CN203712840U (en) Small box girder concrete pouring mold
CN203296227U (en) Height-adjustable inner die shell of cast-in-place concrete hollow plate
CN109339320B (en) Rear precast concrete movable core rib and preparation method thereof
CN210976612U (en) Integral stair are pour and are used aluminium system mould
CN203383505U (en) Aluminium alloy template
CN205637578U (en) Roof beam increase cross -section combination steel form
CN204174926U (en) The bracing means in special-shaped corner in a kind of aluminum alloy mould plate
CN204475838U (en) A kind of aluminum alloy mould plate system panel aluminium extruded sections of reserved drip
CN207105235U (en) Sandwich gypsum block produces supporting construction
CN209686881U (en) A kind of shape-setting clamp for the anti-edge forming formwork in toilet
CN209407297U (en) Reinforcing bar mobile hydraulic binding clamping fixture
CN202644483U (en) Pier large steel template
CN112196138A (en) Stone material concatenation high strength door and window structure wall body
CN109025277A (en) Secondary frame and its pre-buried structure and method
CN213165984U (en) Door buttress prefabricated section setting device
CN201649389U (en) Box mold use for a cast-in-situ floor system
CN207405979U (en) Corner angle molding from plastic template in a kind of concreting
CN203697212U (en) Mold core positioning adjustment device
CN214531888U (en) Take concrete placement template of wall body decoration
CN203854089U (en) Formwork for window-framed wall of integrated house
CN220058566U (en) Frame post main muscle interval distance frame
CN209457374U (en) A kind of aluminum alloy mould plate profile for building
CN209817436U (en) PCF board L type corner reinforced structure of prefabricated building
CN214725105U (en) Pore-forming module of anti-leakage prefabricated part
CN214144701U (en) Simple reinforcing clamping piece for preventing concrete waterproof reverse side drum mould

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131120

Termination date: 20140608