CN211691443U - Cast-in-place construction formwork trolley for building infilled wall - Google Patents
Cast-in-place construction formwork trolley for building infilled wall Download PDFInfo
- Publication number
- CN211691443U CN211691443U CN201922262451.3U CN201922262451U CN211691443U CN 211691443 U CN211691443 U CN 211691443U CN 201922262451 U CN201922262451 U CN 201922262451U CN 211691443 U CN211691443 U CN 211691443U
- Authority
- CN
- China
- Prior art keywords
- template
- trolley
- slide rail
- cast
- keel
- 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.)
- Active
Links
Images
Abstract
The utility model provides a building infilled wall cast-in-place construction template trolley, which belongs to the technical field of building engineering, and the structure of the trolley comprises a front template component, a rear template component, side template components, a front trolley and a rear trolley, wherein the front template component, the rear template component, a left side template component and a right side template component are fixedly connected to form a pre-cast space template which is open from top to bottom, and the space enclosed in the pre-cast space template forms a pre-cast space of the building infilled wall; the combination of the front slide rail and the rear slide rail of the pre-cast space template has vertical up-down sliding stroke on the combination of the front matching slide rail and the rear matching slide rail of the front trolley and the rear trolley. The utility model utilizes the maneuverability of the template trolley to quickly and safely disassemble the building infilled wall template; the formwork trolley and the formwork system adopt a split design, and one formwork trolley can be provided with a plurality of sets of formworks, so that the flow construction is convenient.
Description
Technical Field
The utility model belongs to the technical field of the building engineering technique and specifically relates to a cast-in-place construction formwork trolley of building infilled wall.
Background
At present, a construction filling wall has a foam concrete cast-in-place construction process, but a template system is still the traditional aluminum template, a wood template, a steel pipe main keel and a square wood secondary keel which are manually installed and dismantled, so that the labor amount of manual operation is large, the efficiency is low, the material loss is large, the turnover rate is low, and the method is not economical. The construction template device which has high turnover rate, is convenient to disassemble and assemble, and saves time and labor in assembling is urgently needed.
Disclosure of Invention
The technical task of the utility model is to solve the not enough of prior art, provide a cast-in-place construction formwork trolley of building infilled wall.
The technical scheme of the utility model is realized in the following way, the structure of the cast-in-situ construction formwork trolley for the building infilled wall comprises a front formwork component, a rear formwork component, a side formwork component, a front trolley and a rear trolley,
the front template component consists of a front template and a front template keel, and the front template keel is fixedly connected to the front panel surface of the front template;
the rear template component consists of a rear template and a rear template keel, and the rear template keel is fixedly connected to the rear panel surface of the rear template;
the side formwork assembly consists of a side formwork and side formwork keels, and the side formwork keels are fixedly connected to the peripheral surface of the side formwork;
the front template component and the rear template component are parallel and are arranged corresponding to the front and rear directions;
the left end part and the right end part of the front template component and the rear template component are respectively and correspondingly fixedly connected with the left side template component and the right side template component;
the front template component, the rear template component, the left side template component and the right side template component are fixedly connected to form a pre-cast space template which is open up and down, and the space enclosed by the pre-cast space template forms a pre-cast space of the building infilled wall;
a front slide rail is fixedly connected to the front side of a front template keel of the front template assembly, and a front cross-shaped inclined fork reinforcing rib fixedly connected with the front template keel is fixedly arranged on the same plane on the front template keel at the fixed connection position of the front slide rail and the front template keel;
a rear slide rail is fixedly connected to the rear side of a rear template keel of the rear template assembly, and a rear cross-shaped inclined fork reinforcing rib fixedly connected with the rear template keel is fixedly arranged on the same plane on the rear template keel at the fixed connection position of the rear slide rail and the rear template keel;
a front matching slide rail is fixedly connected to the rear frame surface of the front trolley; the front matching slide rail is connected with the front slide rail in a sliding matching way;
a rear matching slide rail is fixedly connected to the front frame surface of the rear trolley; the rear matching slide rail is connected with the rear slide rail in a sliding matching way;
the combination of the front slide rail and the rear slide rail of the pre-cast space template has vertical up-down sliding stroke on the combination of the front matching slide rail and the rear matching slide rail of the front trolley and the rear trolley.
The front slide rail is at least provided with two parallel front slide rails at the front side of the front template keel;
the rear slide rail is at least provided with two parallel rear slide rails at the rear side of the keel of the rear template.
The front slide rail is vertically arranged and is as high as the front template assembly;
the rear slide rail is vertically arranged and is as high as the rear template component.
The slide anti-drop fit of the front-mounted matching slide rail and the front-mounted slide rail and the slide anti-drop fit of the rear-mounted matching slide rail and the rear-mounted slide rail are connected in an anti-drop slide fit manner by adopting rail bars and slide rails.
The front trolley and the rear trolley are both triangular prism fixed frames, and edges of the triangular prism fixed frames are all horizontally arranged.
The bottom end planes of the front trolley and the rear trolley are all horizontally arranged, and the bottom ends of the front trolley and the rear trolley are respectively and fixedly provided with a directional wheel or a universal wheel.
The length of the front matching slide rail is greater than that of the front slide rail;
the length of the rear matching slide rail is greater than that of the rear slide rail.
The adjacent butt joint parts of the front template component, the rear template component and the left and right side template components of the pre-cast space template are fixedly connected through pin pieces and pin bolts or are connected through tie bolts in a tie mode.
The sliding fit stroke between the front fit sliding rail and the front fit sliding rail is provided with corresponding pin joint positioning holes at equal intervals, and the pin joint positioning holes are provided with positioning pin bolts;
the sliding fit stroke between the rear fit sliding rail and the rear fit sliding rail is provided with corresponding pin joint positioning holes at equal intervals, and the pin joint positioning holes are provided with positioning pin bolts.
The front template, the rear template and the side template are all made of wood templates or aluminum templates.
The side formwork keels are fixedly connected with the same plane side-arranged cross-shaped oblique-crossing strengthening ribs.
Compared with the prior art, the utility model produced beneficial effect is:
the utility model discloses a cast-in-place construction formwork trolley for a building infilled wall, which utilizes the maneuverability of the formwork trolley to quickly and safely dismantle the building infilled wall formwork; the formwork trolley and the formwork system adopt a split design, and one formwork trolley can be provided with a plurality of sets of formworks, so that the flow construction is convenient.
The utility model is used for the construction of building engineering secondary structure infilled wall combines the cast-in-place technology of compensation shrink foam concrete, fungible tradition pressure boost air entrainment piece and concrete brick masonry process. Compared with the traditional process, the method has the characteristics of short construction period, low cost, attractive appearance and low energy consumption, and accords with the green construction concept. Compared with traditional aluminum templates and wood templates, the template trolley has the characteristics of convenience in disassembly, strong maneuverability and high efficiency.
To the utility model discloses suitable foam concrete pouring building system because foam concrete density is far less than ordinary cement concrete, is also far less than ordinary cement concrete to template side pressure, therefore the requirement of template intensity, rigidity, stability need not be as high as the concrete form, so the utility model discloses a each part can adopt the metal material of corrosion-resistant traditional reinforcing bar, angle steel, square steel or other forms.
The utility model discloses a cast-in-place construction form trolley of building infilled wall reasonable in design, simple structure, safe and reliable, convenient to use, easy to maintain have fine using value widely.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic structural view of the pre-cast space formwork with front and rear slide rails according to the present invention;
FIG. 3 is a schematic structural view of the precast space template of the present invention;
fig. 4 is a schematic structural diagram of the front module assembly of the present invention;
fig. 5 is a schematic structural view of the side formwork assembly of the present invention;
fig. 6 is a front view structure diagram of the rear module assembly of the present invention;
fig. 7 is a schematic structural diagram of the front-end trolley of the present invention.
The reference numerals in the drawings denote:
1. a front template component 2, a front template 3, a front template keel,
4. a rear template component, 5, a rear template, 6, a rear template keel,
7. a side formwork component 8, a side formwork, 9, a side formwork keel,
10. pre-pouring the space template,
11. a pre-cast space of a filling wall of a building,
12. a front slide rail 13, a front cross oblique fork strengthening rib and bone,
14. a rear slide rail 15, a rear cross oblique fork strengthening rib and bone,
16. a front trolley 17, a front matching slide rail,
18. a rear trolley 19, a rear matching slide rail,
20. the pin is connected with a positioning hole 21, a positioning pin bolt 22 and a side cross oblique fork strengthening rib bone.
Detailed Description
The following detailed description is made on the cast-in-place construction form trolley for the building infilled wall according to the present invention with reference to the accompanying drawings.
As shown in the attached drawings, the structure of the cast-in-place construction template trolley for the building infilled wall of the utility model comprises a front template component, a rear template component, a side template component, a front trolley and a rear trolley,
the front template component 1 consists of a front template 2 and a front template keel 3, and the front template keel 3 is fixedly connected to the front panel surface of the front template 2;
the rear template component 4 consists of a rear template 5 and a rear template keel 6, and the rear template keel 6 is fixedly connected to the rear panel surface of the rear template 5;
the side formwork assembly 7 consists of side formworks 8 and side formwork keels 9, and the side formwork keels 9 are fixedly connected to the peripheral plate surfaces of the side formworks 8;
the front template component 1 and the rear template component 4 are parallel and are arranged corresponding to the front and rear directions;
the left end part and the right end part of the front template component 1 and the rear template component 4 are respectively and correspondingly fixedly connected with a left side template component 7 and a right side template component 7;
the front template component 1, the rear template component 4, the left side template component 7 and the right side template component 7 are fixedly connected to form a pre-cast space template 10 which is open up and down, and the space enclosed by the pre-cast space template forms a pre-cast space 11 of the building filler wall;
a front slide rail 12 is fixedly connected to the front side of a front template keel 3 of the front template component, and a front cross-shaped inclined fork reinforced rib 13 fixedly connected with the front template keel is fixedly arranged on the same plane on the front template keel at the fixed connection position of the front slide rail and the front template keel;
a rear slide rail 14 is fixedly connected to the rear side of a rear template keel 6 of the rear template assembly, and a rear cross-shaped inclined fork reinforcing rib 15 fixedly connected with the rear template keel is fixedly arranged on the same plane on the rear template keel at the fixed connection position of the rear slide rail and the rear template keel;
a front matching slide rail 17 is fixedly connected to the rear frame surface of the front trolley 16; the front matching slide rail 17 is connected with the front slide rail 12 in a sliding matching way;
a rear matching slide rail 19 is fixedly connected to the front frame surface of the rear platform trolley 18; the rear matching slide rail 19 is connected with the rear slide rail 14 in a sliding matching way;
the combination of the front slide rail 12 and the rear slide rail 14 of the precast space template 10 has a stroke of vertically sliding up and down on the combination of the front trolley 16, the front mating slide rail 17 and the rear mating slide rail 19 of the rear trolley 18.
The front slide rail is at least provided with two parallel front slide rails at the front side of the front template keel;
the rear slide rail is at least provided with two parallel rear slide rails at the rear side of the keel of the rear template.
The front slide rail is vertically arranged and is as high as the front template assembly;
the rear slide rail is vertically arranged and is as high as the rear template component.
The slide anti-drop fit of the front-mounted matching slide rail and the front-mounted slide rail and the slide anti-drop fit of the rear-mounted matching slide rail and the rear-mounted slide rail are connected in an anti-drop slide fit manner by adopting rail bars and slide rails.
The front trolley and the rear trolley are both triangular prism fixed frames, and edges of the triangular prism fixed frames are all horizontally arranged.
The bottom end planes of the front trolley and the rear trolley are all horizontally arranged, and the bottom ends of the front trolley and the rear trolley are respectively and fixedly provided with a directional wheel or a universal wheel.
The length of the front matching slide rail is greater than that of the front slide rail;
the length of the rear matching slide rail is greater than that of the rear slide rail.
The adjacent butt joint parts of the front template component, the rear template component and the left and right side template components of the pre-cast space template are fixedly connected through pin pieces and pin bolts or are connected through tie bolts in a tie mode.
The sliding fit stroke between the front joint slide rail and the front slide rail is provided with corresponding pin joint positioning holes 20 at equal intervals, and the pin joint positioning holes are provided with positioning pins 21;
the sliding fit stroke between the rear fit sliding rail and the rear fit sliding rail is provided with corresponding pin joint positioning holes at equal intervals, and the pin joint positioning holes are provided with positioning pin bolts.
The front template, the rear template and the side template are all made of wood templates or aluminum templates.
The side formwork keels are fixedly connected with the same plane side cross-shaped oblique-crossing strengthening ribs 22.
The utility model discloses a cast-in-place construction formwork trolley of building infilled wall utilizes the mobility of formwork trolley, and quick ann tears the building infilled wall template open, the template can dispose five kinds of width models, and two kinds of length models, and length direction is the fore shaft connection, and width direction is connected with pin, round pin piece, and is applicable in any size plane infilled wall body.
The utility model provides a traditional cast-in-place infilled wall template ann tear inefficiency, the big, the not good problem of wall body outward appearance of template transport amount of labour. The utility model discloses mobility is strong, ann tears fast open, the material loss is low, be suitable for various size packing walls.
Aiming at the construction site, a smooth surface template is adopted for the wall surface which requires direct putty construction, so that the plastering process can be omitted; the wall surface where the wall tiles are laid according to the design requirement can adopt a template with vertical pressing grooves on the surface.
The pipe fittings used by the trolley upright stanchion and the template system main keel can adopt a hollow square pipe, and the long edge is reversely centered and grooved.
The standard sections of the templates have smooth surfaces and vertical groove pressing surfaces on the surfaces, the back surfaces of the templates are reinforced by light steel keels, screw holes are reserved at the contact parts of the templates and the main keels, and templates (2m, 1m, 0.5m, 0.3m, 0.2m and 0.1m) with different widths are combined to meet the construction requirements of various layer heights.
The lateral template is provided with a transverse stripe-shaped pressure groove on the surface, the middle part is provided with a hole, and the aperture is 8 mm. The side template and the front template are connected by a pin sheet.
The trolley upright stanchion and the template system main keel are connected with the thin part, and the height of the main keel and the template can be adjusted up and down after being fixed so as to adapt to different layer heights. The fixing device can be fixed by adopting screw rod and nut connection.
The concrete flow for the construction of the building infilled wall is as follows:
1. and (5) snapping a line on the ground.
2. The template trolley is in place.
3. And assembling the main keel rod piece and the template according to the floor height, and adjusting to a proper height (the upper part of the main keel rod piece is flush with the PVC pipe embedded in the beam).
4. A double-layer bidirectional 6mm twisted steel mesh is arranged in the wall, one end of the mesh is in lap joint with a shear wall or column embedded steel, and the other end of the mesh penetrates out of a side die hole.
5. And (5) closing the other template by a trolley, and penetrating and locking the top and the lower part of the main keel rod piece by using split screws.
6. And (4) preparing and pumping the shrinkage-compensating foam concrete, pouring the foam concrete from the lower part of the template, stopping pumping after spraying the concrete at the exhaust hole at the top of the side mold, and blocking the exhaust hole.
7. And separating the main keel rod piece from the upright rod of the formwork trolley, moving the formwork trolley away, and performing construction of the next section of infilled wall.
8. And when the strength of the foam concrete reaches 2.5Mpa, moving the template trolley, reconnecting the main keel rod piece and the upright rod of the template trolley, and dismantling the template.
The construction process comprises the following steps: assembling and fixing an aluminum template with a template trolley, moving the template trolley in place, installing a reinforcing mesh sheet, pasting a grout stopping strip along a wall contour line, installing a counter-pulling screw rod and an inclined strut, preparing foam concrete, continuously pouring, separating a main rib of the template from a vertical rod of the trolley, assembling the template, shifting the trolley and carrying out construction on the next working surface.
Claims (10)
1. A cast-in-situ construction template trolley for a building infilled wall, which is characterized by comprising a front template component, a rear template component, a side template component, a front trolley and a rear trolley,
the front template component consists of a front template and a front template keel, and the front template keel is fixedly connected to the front panel surface of the front template;
the rear template component consists of a rear template and a rear template keel, and the rear template keel is fixedly connected to the rear panel surface of the rear template;
the side formwork assembly consists of a side formwork and side formwork keels, and the side formwork keels are fixedly connected to the peripheral surface of the side formwork;
the front template component and the rear template component are parallel and are arranged corresponding to the front and rear directions;
the left end part and the right end part of the front template component and the rear template component are respectively and correspondingly fixedly connected with the left side template component and the right side template component;
the front template component, the rear template component, the left side template component and the right side template component are fixedly connected to form a pre-cast space template which is open up and down, and the space enclosed by the pre-cast space template forms a pre-cast space of the building infilled wall;
a front slide rail is fixedly connected to the front side of a front template keel of the front template assembly, and a front cross-shaped inclined fork reinforcing rib fixedly connected with the front template keel is fixedly arranged on the same plane on the front template keel at the fixed connection position of the front slide rail and the front template keel;
a rear slide rail is fixedly connected to the rear side of a rear template keel of the rear template assembly, and a rear cross-shaped inclined fork reinforcing rib fixedly connected with the rear template keel is fixedly arranged on the same plane on the rear template keel at the fixed connection position of the rear slide rail and the rear template keel;
a front matching slide rail is fixedly connected to the rear frame surface of the front trolley; the front matching slide rail is connected with the front slide rail in a sliding matching way;
a rear matching slide rail is fixedly connected to the front frame surface of the rear trolley; the rear matching slide rail is connected with the rear slide rail in a sliding matching way;
the combination of the front slide rail and the rear slide rail of the pre-cast space template has vertical up-down sliding stroke on the combination of the front matching slide rail and the rear matching slide rail of the front trolley and the rear trolley.
2. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein:
the front slide rail is at least provided with two parallel front slide rails at the front side of the front template keel;
the rear slide rail is at least provided with two parallel rear slide rails at the rear side of the keel of the rear template.
3. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein:
the front slide rail is vertically arranged and is as high as the front template assembly;
the rear slide rail is vertically arranged and is as high as the rear template component.
4. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein:
the slide anti-drop fit of the front-mounted matching slide rail and the front-mounted slide rail and the slide anti-drop fit of the rear-mounted matching slide rail and the rear-mounted slide rail are connected in an anti-drop slide fit manner by adopting rail bars and slide rails.
5. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein: the front trolley and the rear trolley are both triangular prism fixed frames, and edges of the triangular prism fixed frames are all horizontally arranged.
6. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein: the bottom end planes of the front trolley and the rear trolley are all horizontally arranged, and the bottom ends of the front trolley and the rear trolley are respectively and fixedly provided with a directional wheel or a universal wheel.
7. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein:
the length of the front matching slide rail is greater than that of the front slide rail;
the length of the rear matching slide rail is greater than that of the rear slide rail.
8. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein:
the adjacent butt joint parts of the front template component, the rear template component and the left and right side template components of the pre-cast space template are fixedly connected through pin pieces and pin bolts or are connected through tie bolts in a tie mode.
9. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein:
the sliding fit stroke between the front fit sliding rail and the front fit sliding rail is provided with corresponding pin joint positioning holes at equal intervals, and the pin joint positioning holes are provided with positioning pin bolts;
the sliding fit stroke between the rear fit sliding rail and the rear fit sliding rail is provided with corresponding pin joint positioning holes at equal intervals, and the pin joint positioning holes are provided with positioning pin bolts.
10. The cast-in-place construction formwork trolley for the building filler wall as claimed in claim 1, wherein: the front template, the rear template and the side template are all made of wood templates or aluminum templates;
the side formwork keels are fixedly connected with the same plane side-arranged cross-shaped oblique-crossing strengthening ribs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922262451.3U CN211691443U (en) | 2019-12-13 | 2019-12-13 | Cast-in-place construction formwork trolley for building infilled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922262451.3U CN211691443U (en) | 2019-12-13 | 2019-12-13 | Cast-in-place construction formwork trolley for building infilled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211691443U true CN211691443U (en) | 2020-10-16 |
Family
ID=72791731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922262451.3U Active CN211691443U (en) | 2019-12-13 | 2019-12-13 | Cast-in-place construction formwork trolley for building infilled wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211691443U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113417452A (en) * | 2021-05-31 | 2021-09-21 | 中国十七冶集团有限公司 | Disassembly-free composite template and construction process thereof |
| CN115874530A (en) * | 2022-11-09 | 2023-03-31 | 江苏四通路桥工程有限公司 | Anticollision wall template trolley of large-scale flexible safe platform |
-
2019
- 2019-12-13 CN CN201922262451.3U patent/CN211691443U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113417452A (en) * | 2021-05-31 | 2021-09-21 | 中国十七冶集团有限公司 | Disassembly-free composite template and construction process thereof |
| CN113417452B (en) * | 2021-05-31 | 2022-05-13 | 中国十七冶集团有限公司 | Non-dismantling composite formwork and construction process thereof |
| CN115874530A (en) * | 2022-11-09 | 2023-03-31 | 江苏四通路桥工程有限公司 | Anticollision wall template trolley of large-scale flexible safe platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211691443U (en) | Cast-in-place construction formwork trolley for building infilled wall | |
| CN205894681U (en) | Closed staircase template | |
| CN205976215U (en) | Compound box roof beam of assembled concrete | |
| CN203640278U (en) | Stair construction die shelf | |
| CN103225394B (en) | Big wood template construction method of indoor constructional engineering shear wall | |
| CN102587665A (en) | Pouring method of coupled shear wall structure | |
| CN105625708B (en) | A kind of aluminum wood composite shuttering system for building | |
| CN201406829Y (en) | Novel steel-plastic combined formwork | |
| CN210767380U (en) | Integrally-poured one-step-formed energy-saving template wall | |
| CN105239770B (en) | Integrated casting steel framework plastic building template system | |
| CN212926589U (en) | Assembly type formwork-dismantling-free structural body formwork and cast-in-place formwork-dismantling-free structural body | |
| CN104797762A (en) | Building and construction method thereof | |
| CN109057824B (en) | Tunnel cable trench forming device and forming method | |
| CN204728698U (en) | The closed formwork structure of a kind of concrete suspension bridging piece | |
| CN201436343U (en) | Engineering plastic capital construction template | |
| CN101260738B (en) | Reinforced concrete winding stairs die type formwork and its construction method | |
| CN212388595U (en) | Mobilizable reinforcement integration middle wall template | |
| CN218406477U (en) | Template trolley for integral pouring construction of constructional column and lintel | |
| CN205530683U (en) | Concatenation formula steel framework structure | |
| CN218668173U (en) | Heat-insulation and decoration integrated inner wall disassembly-free plate | |
| CN213626655U (en) | Steel mould | |
| CN210369912U (en) | Cast-in-place concrete stair formwork | |
| CN215483062U (en) | Template device is pour in bulky concrete cushion cap layering | |
| CN220285307U (en) | Disassembly-free template supporting system based on assembled mortise-tenon connection combined structure | |
| CN219175148U (en) | Template trolley device for channel veneering concrete construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |