CN206815867U - A kind of device contained cast-in-situ concrete hollow slab internal model and floated - Google Patents
A kind of device contained cast-in-situ concrete hollow slab internal model and floated Download PDFInfo
- Publication number
- CN206815867U CN206815867U CN201720729450.3U CN201720729450U CN206815867U CN 206815867 U CN206815867 U CN 206815867U CN 201720729450 U CN201720729450 U CN 201720729450U CN 206815867 U CN206815867 U CN 206815867U
- Authority
- CN
- China
- Prior art keywords
- cushion block
- section
- hole
- inner formwork
- hollow
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of device contained cast-in-situ concrete hollow slab internal model and floated of the utility model, belong to building engineering field, followed closely including variable cross-section cushion block, variable cross-section cushion block hollow hole, hollow inner formwork fixture, hollow inner formwork fixture hole and fastening screw, the variable cross-section cushion block is made up of small bore cushion block and heavy in section cushion block, the cross sectional shape of the small bore cushion block and heavy in section cushion block is rectangle, and wherein the square-section width of small bore cushion block is LIt is small, the square-section width of heavy in section cushion block is LGreatly；The end of the hollow inner formwork fixture is provided with hollow inner formwork fixture hole；The cross sectional shape of the hollow inner formwork fixture hole is rectangle, and the square-section width of hollow inner formwork fixture hole is LHole, and LIt is small<LHole<LGreatly；The utility model provides a kind of device contained cast-in-situ concrete hollow slab internal model and floated, and anti-floating effect is good, and construction cost is low, quality is good, and construction and installation are convenient, can be widely applied to the construction of hollow cast-in-place concrete floor slabs.
Description
Technical field
The utility model belongs to building engineering field, more particularly to a kind of contains what cast-in-situ concrete hollow slab internal model floated
Device.
Background technology
Cast-in-situ concrete hollow slab, it is after placing flush type inner membrance by certain rule among plate, through cast in situs coagulation
The cassette ceiling of earth forming, " internal model " are to be embedded in the thing in cast-in-situ concrete hollow slab to form cavity and not take out
Body.Cast-in-situ concrete hollow slab so as to mitigate deadweight, reduces concrete amount, increases span, reduce due to having inserted internal model
Floor height, and sound-insulating and heat-insulating effect is also fine.Welcome in recent years by vast construction unit and technical staff.It is but original cast-in-place mixed
It is unreliable fixation to be present in solidifying native cored slab internal model fixture, the problem of easily displacement during casting concrete.
In order to overcome above mentioned problem, the fixing means of traditional cast-in-situ concrete hollow slab internal model, mainly have following two：
First, notification number is the Chinese patent literature of " CN2531000Y ", a kind of two-way sky of cast-in-situ steel reinforced concrete is disclosed
Heart superstructure, it is made up of reinforcing bar, concrete, the two-way pore-forming that is preset in reinforcing bar with preburied component, it is characterized in that two-way pore-forming
With preburied component is mutually orthogonal in the same plane or oblique and positioned with stationary positioned component.The pre-buried structure of the two-way pore-forming
Part can be closed hard cavity cylinder not soluble in water or closed hard cavity box or contain hydrophobic made of light material
The solid of bisque, its cross sectional shape can be circular, square, trapezoidal or other abnormity.The cast-in-situ steel reinforced concrete bidirectional hollow
Superstructure has the characteristics that applicable span is big, structure space mechanical property is good, easy for construction, cost is low, especially suitable for multilayer, height
The cast-in-situ floor of layer building and longspan structure.
But the fixing means for the cast-in-situ concrete hollow slab internal model that the technical scheme provides fastens using annular horizontal
The locating piece stationary positioned that iron wire, inverted U vertically fasten iron wire and be placed on superstructure end template, wherein being placed in building cover board end template
On locating piece in vibrated concrete, easily displacement comes off, cause positioning to fail, and inverted U vertically fastens iron wire and passed through
Locked after building cover board end template, cause to remove difficulty, while it is also extremely difficult for rejecting iron wire after form removal, it is also possible to cause
Ceiling returns the quality problems of rust.
Second, notification number is the Chinese patent literature of " CN204804132U ", a kind of cast-in-situ concrete hollow slab cylinder is disclosed
The anti-floating system of shape internal model, it includes the cage bar above floor bottom mould and the positioning lacing wire positioned at floor bottom mould bottom；Institute
The both ends of cage bar are stated respectively with being welded to connect in the middle part of arc lacing wire, the end set of the arc lacing wire there are 135 ° of crotches, in arc
The accessory position below crook that rises of shape lacing wire is welded with the iron plate for being bonded the thickness of internal model periphery as 3mm~4mm.
Subject matter existing for the technical scheme is：Vertical position inaccurate, anti-floating effect is unstable, wears bottom template behaviour
Make difficulty, remove device and template is difficult, the lacing wire removing after dismounting is difficult, in Practical Project and does not apply to.
Therefore being needed badly among prior art wants a kind of new technical scheme to solve this problem.
The content of the invention
Technical problem to be solved in the utility model is：Exist when being fixed for existing cast-in-situ concrete hollow slab internal model
Position inaccurate, anti-floating effect is unstable, and it is difficult to wear bottom template operation, the problems such as removing device and template difficulty, there is provided one
The device that kind containment cast-in-situ concrete hollow slab internal model floats, solves the problems, such as that cast-in-situ concrete hollow slab internal model easily floats,
Its anti-floating effect is good, and construction cost is low, quality is good, and construction and installation are convenient.
To realize above-mentioned technical purpose, the utility model adopts the following technical scheme that：
A kind of device contained cast-in-situ concrete hollow slab internal model and floated, it is characterized in that：Including variable cross-section cushion block, variable cross-section
Cushion block hollow hole, hollow inner formwork fixture, hollow inner formwork fixture hole and fastening screw nail, the variable cross-section cushion block is by small section
Face cushion block and heavy in section cushion block are formed, and the variable cross-section cushion block that forms of small bore cushion block and heavy in section cushion block is formed in one knot
Structure, the small bore cushion block end of variable cross-section cushion block are downwardly into hollow inner formwork fixture hole；The small bore cushion block is cut with big
The cross sectional shape of face cushion block is rectangle, and wherein the square-section width of small bore cushion block is LIt is small, the square-section of heavy in section cushion block
Width is LGreatly；Variable cross-section cushion block is vertically run through in center of the variable cross-section cushion block hollow hole along variable cross-section cushion block；It is described
The end of hollow inner formwork fixture is provided with hollow inner formwork fixture hole；The cross sectional shape of the hollow inner formwork fixture hole is
Rectangle, the square-section width of hollow inner formwork fixture hole is LHole, and LIt is small<LHole<LGreatly；The fastening screw is followed closely from bottom template
Bottom be placed in through the drilling opened up in the template of bottom in variable cross-section cushion block hollow hole so that variable cross-section cushion block, hollow inner formwork
Fixture and bottom template three tighten together.
By above-mentioned design, the utility model can bring following beneficial effect：The utility model, which provides one kind, to be held back
The device that cast-in-situ concrete hollow slab internal model processed floats, anti-floating effect is good, and construction cost is low, quality is good, and construction and installation are convenient, can
It is widely used in the construction of hollow cast-in-place concrete floor slabs.
Brief description of the drawings
The utility model is further described below in conjunction with the drawings and specific embodiments：
Fig. 1 is the utility model variable cross-section cushion block schematic diagram.
Fig. 2 is the utility model hollow inner formwork fixture schematic diagram.
Fig. 3 is the utility model hollow inner formwork fixture and bottom form assembly schematic diagram.
Fig. 4 is that the utility model hollow inner formwork fixes the schematic diagram completed and after casting concrete.
In figure：1- variable cross-sections cushion block, 101- small bores cushion block, 102- heavies in section cushion block, 2- variable cross-section cushion blocks hollow hole, 3-
Hollow inner formwork fixture, 4- hollow inner formwork fixtures hole, 5- fastening screws nail, 6- bottoms template, 7- cast-in-place concrete hollows
Plate, 8- hollow inner formworks.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, the utility model proposes a kind of device contained cast-in-situ concrete hollow slab internal model and floated, refer to
Fig. 1, Fig. 2, Fig. 3 and Fig. 4, including variable cross-section cushion block 1, variable cross-section cushion block hollow hole 2, hollow inner formwork fixture 3, hollow inner formwork are solid
Determine part hole 4 and fastening screw nail 5, the variable cross-section cushion block 1 is made up of small bore cushion block 101 and heavy in section cushion block 102, and small
The variable cross-section cushion block 1 that section cushion block 101 and heavy in section cushion block 102 are formed is formed in one structure, the small bore of variable cross-section cushion block 1
The end of cushion block 101 is downwardly into hollow inner formwork fixture hole 4；The section of the small bore cushion block 101 and heavy in section cushion block 102
Rectangle is shaped as, the wherein square-section width of small bore cushion block 101 is LIt is small, the square-section width of heavy in section cushion block 102 is
LGreatly；The variable cross-section cushion block hollow hole 2 vertically runs through variable cross-section cushion block 1 along the center of variable cross-section cushion block 1；It is described hollow
The end of internal model fixture 3 is provided with hollow inner formwork fixture hole 4；The cross sectional shape of the hollow inner formwork fixture hole 4 is
Rectangle, the square-section width of hollow inner formwork fixture hole 4 is LHole, and LIt is small<LHole<LGreatly；The fastening screw follows closely 5 from bottom mould
The bottom of plate 6 passes through the drilling opened up in bottom template 6 to be placed in variable cross-section cushion block hollow hole 2 so that variable cross-section cushion block 1, sky
Intracardiac mould fixture 3 and the three of bottom template 6 tighten together.
A kind of method contained cast-in-situ concrete hollow slab internal model and floated, this method use containment provided by the utility model
The device that cast-in-situ concrete hollow slab internal model floats is operated, and specifically includes following steps,
Step 1: lay bottom template 6 and colligation bottom reinforcement bars
Arrange the bottom template 6 of cast-in-situ concrete hollow slab 7, the bottom reinforcement bars of colligation cast-in-situ concrete hollow slab 7；
Step 2: after the bottom reinforcement bars colligation of cast-in-situ concrete hollow slab 7, require that laying is hollow according to detail design
Internal model 8, after hollow inner formwork 8 is laid, bottom limiting cushion block is added in the bottom of hollow inner formwork 8, bottom limiting cushion block adds
Finish, lay hollow inner formwork fixture 3, after the completion of hollow inner formwork fixture 3 is laid, using electric hand drill in bottom template 6 it is right
Answer the position at the center of hollow inner formwork fixture hole 4 to drill, the end of small bore cushion block 101 of variable cross-section cushion block 1 is downwardly into sky
In intracardiac mould fixture hole 4, after variable cross-section cushion block 1 deploys, it will be fastened from the bottom of bottom template 6 using electric wrench
Screw 5 is screwed in variable cross-section cushion block hollow hole 2 through the drilling opened up in bottom template 6 so that variable cross-section cushion block 1, hollow
Internal model fixture 3 and the three of bottom template 6 tighten together, hollow inner formwork 8 of tying tight, it is ensured that hollow inner formwork 8 during casting concrete
Do not shift.
Wherein hollow inner formwork 8 is the internal model that existing cast-in-situ concrete hollow slab technology is used for pore-forming；Bottom template 6 is cast-in-place
The template of the bottom of concrete core slab 7；The fastening screw nail 5 is existing general standard wood screws；The cast-in-place concrete
Cored slab 7 is that current engineering construction technique standard is permitted workable concrete hollow building roof plate；
Completed using a kind of device for containing that cast-in-situ concrete hollow slab internal model floats provided by the utility model cast-in-place mixed
The manufacturing process for coagulating native cored slab is as follows：
Step 1: lay bottom template 6 and colligation bottom reinforcement bars
Arrange the bottom template 6 of cast-in-situ concrete hollow slab 7, the bottom reinforcement bars of colligation cast-in-situ concrete hollow slab 7；
Step 2: after the bottom reinforcement bars colligation of cast-in-situ concrete hollow slab 7, require that laying is hollow according to detail design
Internal model 8, after hollow inner formwork 8 is laid, bottom limiting cushion block is added in the bottom of hollow inner formwork 8, bottom limiting cushion block adds
Finish, lay hollow inner formwork fixture 3, after the completion of hollow inner formwork fixture 3 is laid, using electric hand drill in bottom template 6 it is right
Answer the position at the center of hollow inner formwork fixture hole 4 to drill, the end of small bore cushion block 101 of variable cross-section cushion block 1 is downwardly into sky
In intracardiac mould fixture hole 4, after variable cross-section cushion block 1 deploys, it will be fastened from the bottom of bottom template 6 using electric wrench
Screw 5 is screwed in variable cross-section cushion block hollow hole 2 through the drilling opened up in bottom template 6 so that variable cross-section cushion block 1, hollow
Internal model fixture 3 and the three of bottom template 6 tighten together, hollow inner formwork 8 of tying tight, it is ensured that hollow inner formwork 8 during casting concrete
Do not shift；
Step 3: colligation top rebars and casting concrete
The top rebars of colligation cast-in-situ concrete hollow slab 7, casting concrete, vibrated concrete and floating top surface；
Step 4: dismounting fastening screw nail 5
After cast-in-place concrete final set, fastening screw nail 5 is screwed out and deposited from the bottom of bottom template 6 using electric wrench
Stay standby, the dismounting bottom template 6 after cast-in-place concrete reaches strength of mould stripping, cast-in-situ concrete hollow slab construction completion.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (1)
1. a kind of device contained cast-in-situ concrete hollow slab internal model and floated, it is characterized in that：Including variable cross-section cushion block (1), become and cut
Face cushion block hollow hole (2), hollow inner formwork fixture (3), hollow inner formwork fixture hole (4) and fastening screw nail (5), the change
Section cushion block (1) is made up of small bore cushion block (101) and heavy in section cushion block (102), and small bore cushion block (101) and heavy in section pad
The variable cross-section cushion block (1) that block (102) is formed is formed in one structure, and small bore cushion block (101) end of variable cross-section cushion block (1) is downward
Insert in hollow inner formwork fixture hole (4)；The cross sectional shape of the small bore cushion block (101) and heavy in section cushion block (102) is
Rectangle, wherein the square-section width of small bore cushion block (101) are LIt is small, the square-section width of heavy in section cushion block (102) is LGreatly；
Variable cross-section cushion block (1) is vertically run through in center of the variable cross-section cushion block hollow hole (2) along variable cross-section cushion block (1)；It is described
The end of hollow inner formwork fixture (3) is provided with hollow inner formwork fixture hole (4)；The hollow inner formwork fixture hole (4)
Cross sectional shape is rectangle, and the square-section width of hollow inner formwork fixture hole (4) is LHole, and LIt is small<LHole<LGreatly；The fastening spiral shell
Adjusting screw (5) passes through the drilling opened up in bottom template (6) to be placed in variable cross-section cushion block hollow hole (2) from the bottom of bottom template (6)
It is interior so that variable cross-section cushion block (1), hollow inner formwork fixture (3) and bottom template (6) three tighten together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720729450.3U CN206815867U (en) | 2017-06-22 | 2017-06-22 | A kind of device contained cast-in-situ concrete hollow slab internal model and floated |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720729450.3U CN206815867U (en) | 2017-06-22 | 2017-06-22 | A kind of device contained cast-in-situ concrete hollow slab internal model and floated |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206815867U true CN206815867U (en) | 2017-12-29 |
Family
ID=60761426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720729450.3U Withdrawn - After Issue CN206815867U (en) | 2017-06-22 | 2017-06-22 | A kind of device contained cast-in-situ concrete hollow slab internal model and floated |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206815867U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083844A (en) * | 2017-06-22 | 2017-08-22 | 吉林建筑大学 | It is a kind of to contain the device and method that cast-in-situ concrete hollow slab internal model floats |
-
2017
- 2017-06-22 CN CN201720729450.3U patent/CN206815867U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083844A (en) * | 2017-06-22 | 2017-08-22 | 吉林建筑大学 | It is a kind of to contain the device and method that cast-in-situ concrete hollow slab internal model floats |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101338595B (en) | Construction method of haydite dry concrete wall | |
| CN206815867U (en) | A kind of device contained cast-in-situ concrete hollow slab internal model and floated | |
| CN113290673B (en) | Structure and method for blocking grout by laterally extending reinforcing steel bars of wallboard mold | |
| CN208072390U (en) | A kind of connection structure of the stake of bridge support and underwater binder | |
| CN108193815B (en) | A kind of float Structure and its construction method of cast-in-place concrete hollow building roof | |
| CN110093948A (en) | Variable cross-section Pipe rack and its construction method suitable for rapid construction | |
| CN103741944B (en) | Fixation kit, template system containing this fixation kit and body of wall casting method | |
| CN102322149A (en) | Whole-section integral pouring construction method for circulating water pipe ditch of nuclear power plant | |
| KR101120588B1 (en) | Vertical joint frame for improving monolithic concrete | |
| CN107083844A (en) | It is a kind of to contain the device and method that cast-in-situ concrete hollow slab internal model floats | |
| CN113445767B (en) | Post-cast strip protective structure is built in room | |
| CN216076318U (en) | Reinforcing device for aluminum alloy reverse ridge template | |
| CN205857487U (en) | A kind of combined reinforced bar concrete cassette ceiling | |
| CN112647469B (en) | Construction method of self-waterproof water channel structure with complex section | |
| CN214220264U (en) | Beam formwork shell and disassembly-free formwork reinforced concrete beam | |
| CN211948857U (en) | Independent node assembled frame construction | |
| CN209240231U (en) | A kind of fixed device of concrete core model | |
| CN207812999U (en) | Digital alloy steel framework plastic formwork | |
| CN101319527A (en) | Building roof construction method | |
| CN110284642A (en) | A kind of hollow two-way floor forming method of full bolt assembled and its node | |
| CN220827952U (en) | Wallboard for civil engineering | |
| CN110748221A (en) | Prefabricated assembled pond guide wall | |
| CN212836176U (en) | Composite prefabricated floor slab with roughened surface | |
| CN109267580B (en) | Concrete reinforcing steel bar combined structure and pouring method | |
| CN219599879U (en) | Novel concrete hollow superstructure core mould is fixed device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171229 Effective date of abandoning: 20230213 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20171229 Effective date of abandoning: 20230213 |