CN109333775A - A kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction - Google Patents
A kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction Download PDFInfo
- Publication number
- CN109333775A CN109333775A CN201811425433.6A CN201811425433A CN109333775A CN 109333775 A CN109333775 A CN 109333775A CN 201811425433 A CN201811425433 A CN 201811425433A CN 109333775 A CN109333775 A CN 109333775A
- Authority
- CN
- China
- Prior art keywords
- template
- side template
- cast
- tie beam
- collar tie
- 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
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction, including side template A, side template B, sliding rail, lead screw, end template, inner template, flitch, the bottom of side template A and side template B are respectively inserted into the formwork erection slot in the template of bottom, flitch is arranged in the outside of side template A and side template B, in the upper ends sliding rail of two flitches of laterally opposed setting, lead screw passes through the top of two flitches, it is positioned by nut check, the inside of side template A and side template B is arranged in inner template, the both ends of prefabricated components, inner template is equipped with reinforced steel bar perforation, reinforcing bar in prefabricated components passes through inner template, the crotch at reinforcing bar both ends positions inner template, inner template is equipped with groove and protrusion.The present invention is able to achieve arbitrary dimension and builds the prefabricated of collar tie beam, it can be ensured that construction quality effectively reduces cumbersome process, shortens the construction period.Prefabricated components and the cast-in-place structural of construction site are made to be easier to combine, it is ensured that construction quality.
Description
Technical field
The present invention relates to engineering construction field more particularly to a kind of cast-in-place connector collar tie beam molds of prefabrication and assembly construction.
Background technique
In technical field of building construction, masonry is one of master operation of construction.Currently, construction site builds collar tie beam
Main construction means are mostly that scene manually pours, and collar tie beam mold is mostly the interim production in scene, not only constructional difficulties and collar tie beam quality
It is difficult to ensure, effect is frequently not very ideal, and collar tie beam top builds and need to just can be carried out after intensity demoulding on concrete, drops
Low construction efficiency.
Summary of the invention
To overcome prior art defect, the object of the present invention is to provide a kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction, energy
Realize that arbitrary dimension builds the prefabricated of collar tie beam, it can be ensured that construction quality effectively reduces cumbersome process, shortens the construction period.
In order to achieve the above object, the present invention is implemented with the following technical solutions:
A kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction, including side template A, side template B, sliding rail, lead screw, bed die
Plate, inner template, flitch are set on the end template there are two formwork erection slot disposed in parallel, the bottom of side template A and side template B
It is respectively inserted into the formwork erection slot in the template of bottom, the flitch is arranged in the outside of side template A and side template B, in lateral phase
To the upper ends sliding rail of two flitches of setting, lead screw passes through the top of two flitches, is positioned by nut check, institute
The both ends that the inside of side template A and side template B, prefabricated components is arranged in inner template are stated, inner template is equipped with reinforced steel bar perforation, prefabricated
Reinforcing bar in component passes through inner template, and the crotch at reinforcing bar both ends positions inner template, and groove and convex is equipped in the inner template
It rises.
Graduated scale is equipped on the lateral surface of the side template A.
Horizontal ruler is equipped on the lateral surface of the side template B.
Compared with prior art, the beneficial effects of the present invention are:
A kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction of the present invention is able to achieve arbitrary dimension and builds the prefabricated of collar tie beam, can be true
Construction quality is protected, cumbersome process is effectively reduced, shortens the construction period.
Inner template of the invention is equipped with rough groove and protrusion, makes the both ends of the surface of the prefabricated components of prefabricated forming
Also uneven, make prefabricated components and the cast-in-place structural of construction site be easier to combine, it is ensured that construction quality.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the cast-in-place connector collar tie beam mold of prefabrication and assembly construction of the present invention；
Fig. 2 is the scheme of installation of inner template；
Fig. 3 is the schematic diagram of side template A；
Fig. 4 is the schematic diagram of side template B；
Fig. 5 is the schematic diagram of inner template；
Fig. 6 is the schematic diagram of end template.
In figure: 1- track, 2- lead screw, 3- side template B, 4- end template, 5- prefabricated components, 6- reinforcing bar, 7- inner template, 8- water
Leveling ruler, 9- graduated scale, 10- side template A, 11- formwork erection slot, 12- flitch.
Specific embodiment
Specific embodiments of the present invention will be further explained below:
See Fig. 1-Fig. 3, a kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction, including side template A10, side template B3, sliding rail
Road 1, lead screw 2, end template 4, inner template 7, flitch 12 are set on the end template 4 there are two formwork erection slot 11 disposed in parallel, side
The bottom of template A10 and side template B3 are respectively inserted into the formwork erection slot 11 in bottom template 4, and the flitch 12 is arranged in side form
The outside of plate A10 and side template B3, in the upper ends sliding rail 1 of two flitches 12 of laterally opposed setting, lead screw 2 is passed through
The top of two flitches 12, is positioned by nut check, the inner template 7 be arranged in side template A10 and side template B3 inside,
The both ends of prefabricated components 5, inner template 7 are equipped with reinforced steel bar perforation, and the reinforcing bar 6 in prefabricated components 5 passes through inner template 7,6 both ends of reinforcing bar
Crotch inner template 7 is positioned, in the inner template 7 be equipped with groove and protrusion.
Graduated scale 9 is equipped on the lateral surface of the side template A10.
Horizontal ruler 8 is equipped on the lateral surface of the side template B3.
The present invention is a kind of preforming tool for building collar tie beam, prefabricated according to constructional column, packet frame column position adjustment collar tie beam
The length of grinding tool, by staying reinforcing bar 6 to be anchored with constructional column outside prefabricated collar tie beam, the pitted skin of 7 Z-Correct bump mapping Z-correct of inner template manufacture
The cohesive force of cast-in-place joint will be increased.
Graduated scale 9 is carved on side template A10 can control the length specification of collar tie beam prefabricated components 5；On the outside of side template B3
The structural plane levelness of the beam prefabricated component 5 of 8 control loop of horizontal ruler on face.After mold has been checked size and level, using more
A mold fastener being made of flitch 12 and sliding rail 1 is combined with end template 4 positions mold, anti-sliding stop.In two
The reinforced steel bar perforation reserved in template 7 wears tension rib, and two reinforcing bars 6 are done bending process after passing through and are used for inner side template 7 by tension rib
Fixation, casting concrete, concrete reaches demoulding after intensity and takes out prefabricated component.According to the difference of wall thickness, constructional column
The difference of set position can make different lengths specification.
Application method of the invention is:
1) side template A10 and side template B3 are placed in the formwork erection slot 11 of end template 4, multiple flitches 12 is stood on into two sides
The outside of template；
2) inner template 7 is put into two side templates, 7 male and fomale(M&F) of inner template is placed towards inside, is adjusted by graduated scale 9
The distance between two inner templates 7 (length dimensions of prefabricated components 5)；
3) levelness of 7 position of inner template and two side templates is finely adjusted, has reached design requirement size；
4) sliding rail 1 is buckled on two flitches 12 of laterally opposed setting, sliding rail 1 can use channel steel, adjust
The position of whole two flitches 12 keeps sliding rail 1 vertical with two side templates, by lead screw 2 and nut by two side form board clampings
It is fixed, the brushing release agent on the inside of template；
5) tension rib of Specification Design is passed through into inner template 7 and fixed；
6) casting concrete removes mold after concrete reaches demoulding condition, takes out prefabricated component.
Claims (3)
1. a kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction, which is characterized in that including side template A, side template B, sliding rail, silk
Thick stick, end template, inner template, flitch are set on the end template there are two formwork erection slot disposed in parallel, side template A and side template B
Bottom be respectively inserted into the formwork erection slot in the template of bottom, the flitch is arranged in the outside of side template A and side template B,
The upper ends sliding rail of two flitches of laterally opposed setting, lead screw pass through the top of two flitches, pass through nut check
The both ends of the inside of side template A and side template B, prefabricated components are arranged in positioning, the inner template, and inner template is worn equipped with reinforcing bar
Hole, the reinforcing bar in prefabricated components pass through inner template, and the crotch at reinforcing bar both ends positions inner template, are equipped in the inner template recessed
Slot and protrusion.
2. the cast-in-place connector collar tie beam mold of a kind of prefabrication and assembly construction according to claim 1, which is characterized in that in the side template
The lateral surface of A is equipped with graduated scale.
3. the cast-in-place connector collar tie beam mold of a kind of prefabrication and assembly construction according to claim 1, which is characterized in that in the side template
The lateral surface of B is equipped with horizontal ruler.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811425433.6A CN109333775A (en) | 2018-11-27 | 2018-11-27 | A kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811425433.6A CN109333775A (en) | 2018-11-27 | 2018-11-27 | A kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109333775A true CN109333775A (en) | 2019-02-15 |
Family
ID=65318339
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811425433.6A Pending CN109333775A (en) | 2018-11-27 | 2018-11-27 | A kind of cast-in-place connector collar tie beam mold of prefabrication and assembly construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109333775A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409282A (en) * | 2019-07-22 | 2019-11-05 | 东南大学 | It is a kind of based on permanent post-tensioned prestressing UHPC set decking without the rib prestressed Self-curing combination beam of abdomen and construction method |
| CN110409708A (en) * | 2019-07-22 | 2019-11-05 | 东南大学 | A kind of combination beam permanent post-tensioned prestressing set decking and its installation method |
| CN110409283A (en) * | 2019-07-22 | 2019-11-05 | 东南大学 | It is a kind of based on retarded adhesive prestressed UHPC permanent template without the rib prestressed Self-curing combination beam of abdomen and construction method |
| CN110424240A (en) * | 2019-07-22 | 2019-11-08 | 东南大学 | Two dimension prestressing unreinforced combination beam and construction method based on retarded adhesive prestressed UHPC permanent template |
| CN110466039A (en) * | 2019-07-22 | 2019-11-19 | 东南大学 | High durable retarded adhesive prestressed UHPC permanently covers decking and installation method |
-
2018
- 2018-11-27 CN CN201811425433.6A patent/CN109333775A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409282A (en) * | 2019-07-22 | 2019-11-05 | 东南大学 | It is a kind of based on permanent post-tensioned prestressing UHPC set decking without the rib prestressed Self-curing combination beam of abdomen and construction method |
| CN110409708A (en) * | 2019-07-22 | 2019-11-05 | 东南大学 | A kind of combination beam permanent post-tensioned prestressing set decking and its installation method |
| CN110409283A (en) * | 2019-07-22 | 2019-11-05 | 东南大学 | It is a kind of based on retarded adhesive prestressed UHPC permanent template without the rib prestressed Self-curing combination beam of abdomen and construction method |
| CN110424240A (en) * | 2019-07-22 | 2019-11-08 | 东南大学 | Two dimension prestressing unreinforced combination beam and construction method based on retarded adhesive prestressed UHPC permanent template |
| CN110466039A (en) * | 2019-07-22 | 2019-11-19 | 东南大学 | High durable retarded adhesive prestressed UHPC permanently covers decking and installation method |
| CN110424240B (en) * | 2019-07-22 | 2021-03-19 | 东南大学 | Bidirectional prestress reinforcement-free combined beam based on slow-bonding prestress UHPC permanent template and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190215 |
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| WD01 | Invention patent application deemed withdrawn after publication |