CN218912236U - Building concrete placement combination wood matrix installation quick detach subassembly - Google Patents

Building concrete placement combination wood matrix installation quick detach subassembly Download PDF

Info

Publication number
CN218912236U
CN218912236U CN202223159896.7U CN202223159896U CN218912236U CN 218912236 U CN218912236 U CN 218912236U CN 202223159896 U CN202223159896 U CN 202223159896U CN 218912236 U CN218912236 U CN 218912236U
Authority
CN
China
Prior art keywords
quick
channel steel
building concrete
release
fastener
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
Application number
CN202223159896.7U
Other languages
Chinese (zh)
Inventor
黄海清
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 CN202223159896.7U priority Critical patent/CN218912236U/en
Application granted granted Critical
Publication of CN218912236U publication Critical patent/CN218912236U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Abstract

The utility model discloses a building concrete pouring combined wood pattern installation quick-release assembly, which comprises a quick-release supporting head, a main keel, a screw rod, a channel steel assembly and a fastener, wherein the main keel is fixedly connected with the main keel; the lower extreme of quick detach supporting head is fixed with the screw rod, the screw rod wears to establish and threaded connection is in the main joist, the both sides face of main joist is provided with respectively the channel-section steel subassembly, the fastener will the channel-section steel subassembly is fastened on the side of main joist. The technical effects achieved are as follows: the quick-dismantling and reinforcing system is manufactured by adopting factory production, and has high precision and safe and stable connection; the construction period is short; the stability is good, and the bearing capacity is high; the concrete surface effect after the form is removed is good; the site has no construction waste; low carbon and emission reduction.

Description

Building concrete placement combination wood matrix installation quick detach subassembly
Technical Field
The utility model relates to the technical field of buildings, in particular to a building concrete pouring combined wood form installation quick-release assembly.
Background
The traditional full-hall fastener type scaffold wood pattern installation system and the aluminum alloy template system are mainly used at present, the traditional wood pattern installation system is long in service and low in price, but the whole system needs at least three sets of templates and frame materials in a single project to carry out basic material turnover, the turnover efficiency is low, the replacement interval between the template installation and dismantling time and a working face is relatively long, the construction period is prolonged, the management space section is prolonged, the management cost and the safety and the civil construction and mechanical cost are increased, the wood waste is large, the survival surface of the concrete is rough and uneven, and the quality is general. The aluminum alloy template has relatively high cost, and the specificity of various accessories is too strong, so that various accessories cannot be flexibly used in the installation of a template system of a non-standard layer such as a structure conversion layer, a basement and the like, and the aluminum alloy template can only be used for a building standard layer, and the cost of the aluminum alloy template is approximately the same as that of a traditional wood model installation system when the standard layer is equal to or more than 25 layers. Compared with a combined wood form installation quick-release system, the two main template systems used in the existing building market can save the cost by 25% -35% in the new system cost.
Disclosure of Invention
Therefore, the utility model provides a building concrete pouring combined wood pattern installation quick-release assembly, which solves the problems that the traditional wood pattern installation and aluminum alloy template system are high in cost, and simultaneously the novel combined wood pattern installation quick-release system combines the advantages of two common systems, solves the problem that each system of the template cannot be used in a fused way, solves the problems that the traditional wood pattern system is low in turnover rate, rough in survival surface, high in quality and the like, and solves the problems that various accessories of the aluminum alloy template are too strong in specificity, and various accessories cannot be flexibly used in the installation of a non-standard layer template system such as a structure conversion layer and a basement.
In order to achieve the above object, the present utility model provides the following technical solutions:
according to a first aspect of the utility model, a building concrete pouring composite wood pattern mounting quick-release assembly comprises a quick-release support head, a main keel, a screw rod, a channel steel assembly and a fastener; the lower extreme of quick detach supporting head is fixed with the screw rod, the screw rod wears to establish and threaded connection is in the main joist, the both sides face of main joist is provided with respectively the channel-section steel subassembly, the fastener will the channel-section steel subassembly is fastened on the side of main joist.
Further, the channel steel assembly comprises an outer layer channel steel and an inner layer channel steel, the open end of the inner layer channel steel is abutted to the closed end of the outer layer channel steel, the back side of the closed end of the outer layer channel steel is abutted to the side face of the main joist, and the fastener sequentially penetrates through the outer layer channel steel and the inner layer channel steel.
Further, the outer layer channel steel is a section bar with a U-shaped section.
Further, the inner layer channel steel is a section bar with a U-shaped section.
Further, the fastener includes pin and round pin piece, the pin wears to establish the main joist with in the channel-section steel subassembly's the assembly, the round pin piece wears to establish the free end of pin, the medial surface butt of round pin piece is in the blind end lateral surface of inlayer channel-section steel of channel-section steel subassembly.
Further, the fastener is a plurality of fasteners.
Further, a plurality of the fasteners are equally spaced along the length of the main runner.
Further, the quick detach supporting head is the integrated into one piece structure that the steel sheet welded formed, the quick detach supporting head is close to one side of main joist is provided with the open accommodation chamber in tip.
Further, angle steel is respectively installed on two side surfaces of the quick-release supporting head in the length direction.
Further, the device also comprises a vertical supporting rod, and the lower end of the screw rod is provided with the vertical supporting rod.
The utility model has the following advantages:
1. the quick-dismantling and reinforcing system is manufactured by adopting factory production, and is high in precision and safe and stable in connection.
2. The construction period is short: for quick-dismantling the template system, the assembly is simple and convenient, the template is dismantled and installed quickly, and particularly in the installation of a template system of a non-standard layer such as a structure transformation layer and a basement, the template assembly of a change component can be completed only by quickly replacing a local panel through the utilization of universal accessories, so that the same construction system can be utilized efficiently, the construction time is shortened, and the overall construction progress is facilitated.
3. Good stability and high bearing capacity: the main keel and the auxiliary keel of the combined wood template early-dismantling system are connected with the socket and spigot plate buckle frame supporting system and the combined back edge system through accessories, and an integral net-shaped frame structure is formed after the combined wood template early-dismantling system is assembled, so that the stability is better than that of a common wood template.
4. The concrete surface effect after the form removal is good: after the combined wood template is removed, the concrete surface quality is smooth and clean, the concrete forming effect is good, the sensory quality is obviously improved, and the quality is effectively improved. The construction technology can realize the synergy construction technology of the concrete machine without plastering, the secondary structure one-step molding and the like the aluminum alloy template system, and the high-efficiency and high-precision construction target is realized.
5. The construction waste is not generated on site: all accessories of the combined wood template system can be reused, no rubbish exists on site after the construction and the form removal, the construction environment is safe, clean and tidy, and the construction management of the site safety civilized construction is facilitated.
6. Low carbon emission reduction: except that the face mould of the combined wood template system is a wood template, other materials are renewable materials, and the national regulations of energy conservation, environmental protection, low carbon and emission reduction of building projects are met.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It will be apparent to those skilled in the art from this disclosure that the drawings described below are merely exemplary and that other embodiments may be derived from the drawings provided without undue effort.
The structures, proportions, sizes, etc. shown in the present specification are shown only for the purposes of illustration and description, and are not intended to limit the scope of the utility model, which is defined by the claims, so that any structural modifications, changes in proportions, or adjustments of sizes, which do not affect the efficacy or the achievement of the present utility model, should fall within the ambit of the technical disclosure.
Fig. 1 is a perspective view of a quick-release assembly for installing a building concrete placement composite wood form according to some embodiments of the present utility model.
Fig. 2 is a cross-sectional view of a quick-release assembly for installing a building concrete placement composite wood form according to some embodiments of the present utility model.
Fig. 3 is a side view of a quick release assembly for installing a building concrete placement composite wood form in accordance with some embodiments of the present utility model.
Fig. 4 is a main joist structure diagram of a quick-release assembly for installing a building concrete placement composite wood form according to some embodiments of the present utility model.
Fig. 5 is a block diagram of an inner channel steel of a building concrete pouring composite wood form installation quick-release assembly according to some embodiments of the present utility model.
Fig. 6 is a block diagram of pins and pin pieces of a quick release assembly for installing a building concrete placement composite wood form according to some embodiments of the present utility model.
In the figure: 1. the main joist comprises a main joist body, a quick-dismantling supporting head, a screw, an outer channel steel, an inner channel steel, a pin and a pin sheet, wherein the main joist body comprises a main joist body, a quick-dismantling supporting head, a screw, an outer channel steel, an inner channel steel, a pin and a pin sheet, and the main joist body comprises a main joist body, a quick-dismantling supporting head, a screw, an outer channel steel, an outer.
Detailed Description
Other advantages and advantages of the present utility model will become apparent to those skilled in the art from the following detailed description, which, by way of illustration, is to be read in connection with certain specific embodiments, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
As shown in fig. 1 to 6, in the embodiment of the first aspect of the present utility model, a quick-release assembly for installing a building concrete pouring composite wood pattern includes a quick-release supporting head 2, a main keel 1, a screw 3, a channel steel assembly and a fastener; the lower extreme of quick detach supporting head 2 is fixed with screw rod 3, and screw rod 3 wears to establish and threaded connection is in main joist 1, and the both sides face of main joist 1 is provided with the channel-section steel subassembly respectively, and the fastener is fastened the channel-section steel subassembly on the side of main joist 1.
In the above embodiments, the fastener may be any type of structure such as a pin, a screw, and a rivet.
The technical effects achieved by the embodiment are as follows: the quick-dismantling and reinforcing system is manufactured by adopting factory production, and has high precision and safe and stable connection; the construction period is short; the stability is good, and the bearing capacity is high; the concrete surface effect after the form is removed is good; the site has no construction waste; low carbon and emission reduction.
Example 2
As shown in fig. 1 to 6, a building concrete placement makes up wood matrix installation quick detach subassembly, including the whole content of embodiment 1, in addition to this, the channel-section steel subassembly includes outer channel-section steel 4 and inlayer channel-section steel 5, and the open end butt of inlayer channel-section steel 5 is at the blind end of outer channel-section steel 4, and the blind end dorsal part butt of outer channel-section steel 4 is in the side of main joist 1, and the fastener passes outer channel-section steel 4 and inlayer channel-section steel 5 in proper order.
Optionally, the outer channel steel 4 is a section bar with a U-shaped cross section, and in addition, the cross section of the outer channel steel 4 can also be C-shaped, etc.
Optionally, the inner layer channel steel 5 is a section bar with a U-shaped section, and in addition, the section of the inner layer channel steel 5 can also be C-shaped, etc.
The technical effects achieved by the embodiment are as follows: the channel steel component is arranged to comprise the outer channel steel 4 and the inner channel steel 5, so that the processing is simple and the installation is convenient.
Example 3
As shown in fig. 1 to 6, a quick-release assembly for installing a building concrete pouring composite wood pattern comprises the whole content of embodiment 1, in addition, a fastener comprises a pin 6 and a pin sheet 7, wherein the pin 6 is penetrated in a combination body of a main keel 1 and a channel steel assembly, the pin sheet 7 is penetrated at the free end of the pin 6, and the inner side surface of the pin sheet 7 is abutted against the outer side surface of the closed end of an inner channel steel 5 of the channel steel assembly; the pin sheet 7 is in a wedge-shaped sheet structure, and the width of the specific pin sheet 7 gradually increases from one end to the other end, so that the pin sheet 7 is inserted into a strip-shaped hole at the end part of the pin 6 to stably fix the channel steel component.
Optionally, the fastener is a plurality of, and the quantity of fastener sets up according to actual demand.
Optionally, a plurality of fasteners are equally spaced along the length of the main runner 1.
Example 4
As shown in fig. 1 to 6, a building concrete pouring combined wood pattern installation quick-release assembly comprises the whole content of embodiment 1, in addition, a quick-release supporting head 2 is an integrally formed structure formed by welding steel plates, and an accommodating cavity with an open end is arranged on one side of the quick-release supporting head 2, which is close to a main keel 1.
Optionally, angle steel is respectively installed on two lateral surfaces of the quick-release support head 2 in the length direction.
The technical effects achieved by the embodiment are as follows: the quick-release support head 2 of this embodiment has better stability and higher mechanical strength.
Example 5
As shown in fig. 1 to 6, a building concrete pouring composite wood form installation quick-release assembly comprises the whole content of embodiment 1, and further comprises a vertical support rod, wherein the vertical support rod is installed at the lower end of a screw rod 3.
The technical effects achieved by the embodiment are as follows:
1. the quick-dismantling and reinforcing system is manufactured by adopting factory production, and is high in precision and safe and stable in connection.
2. The construction period is short: for quick-dismantling the template system, the assembly is simple and convenient, the template is dismantled and installed quickly, and particularly in the installation of a template system of a non-standard layer such as a structure transformation layer and a basement, the template assembly of a change component can be completed only by quickly replacing a local panel through the utilization of universal accessories, so that the same construction system can be utilized efficiently, the construction time is shortened, and the overall construction progress is facilitated.
3. Good stability and high bearing capacity: the main keel and the auxiliary keel of the combined wood template early-dismantling system are connected with the socket and spigot plate buckle frame supporting system and the combined back edge system through accessories, and an integral net-shaped frame structure is formed after the combined wood template early-dismantling system is assembled, so that the stability is better than that of a common wood template.
4. The concrete surface effect after the form removal is good: after the combined wood template is removed, the concrete surface quality is smooth and clean, the concrete forming effect is good, the sensory quality is obviously improved, and the quality is effectively improved. The construction technology can realize the synergy construction technology of the concrete machine without plastering, the secondary structure one-step molding and the like the aluminum alloy template system, and the high-efficiency and high-precision construction target is realized.
5. The construction waste is not generated on site: all accessories of the combined wood template system can be reused, no rubbish exists on site after the construction and the form removal, the construction environment is safe, clean and tidy, and the construction management of the site safety civilized construction is facilitated.
6. Low carbon emission reduction: except that the face mould of the combined wood template system is a wood template, other materials are renewable materials, and the national regulations of energy conservation, environmental protection, low carbon and emission reduction of building projects are met.
While the utility model has been described in detail in the foregoing general description and specific examples, it will be apparent to those skilled in the art that modifications and improvements can be made thereto. Accordingly, such modifications or improvements may be made without departing from the spirit of the utility model and are intended to be within the scope of the utility model as claimed.
The terms such as "upper", "lower", "left", "right", "middle" and the like are also used in the present specification for convenience of description, but are not intended to limit the scope of the present utility model, and the changes or modifications of the relative relationship thereof are considered to be within the scope of the present utility model without substantial modification of the technical content.

Claims (10)

1. The quick-dismantling assembly for building concrete pouring combined wood forms is characterized by comprising a quick-dismantling supporting head (2), a main keel (1), a screw (3), a channel steel assembly and a fastener; the lower extreme of quick detach supporting head (2) is fixed with screw rod (3), screw rod (3) wear to establish and threaded connection is in main joist (1), the both sides face of main joist (1) is provided with respectively the channel-section steel subassembly, the fastener will the channel-section steel subassembly is fastened on the side of main joist (1).
2. The building concrete pouring composite wood form installation quick-release assembly according to claim 1, wherein the channel steel assembly comprises an outer channel steel (4) and an inner channel steel (5), an open end of the inner channel steel (5) is abutted to a closed end of the outer channel steel (4), the back side of the closed end of the outer channel steel (4) is abutted to the side face of the main keel (1), and the fastener sequentially penetrates through the outer channel steel (4) and the inner channel steel (5).
3. A building concrete pouring composite wood form installation quick release assembly according to claim 2, wherein the outer layer channel steel (4) is a profile with a U-shaped cross section.
4. A building concrete placement composite wood form installation quick release assembly according to claim 3, wherein the inner layer channel steel (5) is a profile with a U-shaped cross section.
5. The building concrete pouring combined wood pattern installation quick-release assembly according to claim 4, wherein the fastener comprises a pin (6) and a pin sheet (7), the pin (6) is arranged in the combination of the main keel (1) and the channel steel assembly in a penetrating mode, the pin sheet (7) is arranged at the free end of the pin (6) in a penetrating mode, and the inner side face of the pin sheet (7) abuts against the outer side face of the closed end of the inner channel steel (5) of the channel steel assembly.
6. The building concreting composite wood form installation quick release assembly of claim 5 wherein said fastener is a plurality of fasteners.
7. A building concrete placement composite wood form installation quick release assembly according to claim 6 wherein a plurality of said fasteners are equally spaced along the length of said main runner (1).
8. The building concrete pouring combined wood die mounting quick-release assembly according to claim 7, wherein the quick-release supporting head (2) is of an integrally formed structure formed by welding steel plates, and an accommodating cavity with an open end is formed in one side, close to the main keel (1), of the quick-release supporting head (2).
9. The building concrete pouring combined wood pattern installation quick-release assembly according to claim 8, wherein angle steel is respectively installed on two side surfaces of the quick-release support head (2) in the length direction.
10. The building concrete pouring combined wood form installation quick-release assembly according to claim 9, further comprising a vertical support rod, wherein the vertical support rod is installed at the lower end of the screw rod (3).
CN202223159896.7U 2022-11-28 2022-11-28 Building concrete placement combination wood matrix installation quick detach subassembly Active CN218912236U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223159896.7U CN218912236U (en) 2022-11-28 2022-11-28 Building concrete placement combination wood matrix installation quick detach subassembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223159896.7U CN218912236U (en) 2022-11-28 2022-11-28 Building concrete placement combination wood matrix installation quick detach subassembly

Publications (1)

Publication Number Publication Date
CN218912236U true CN218912236U (en) 2023-04-25

Family

ID=86044862

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223159896.7U Active CN218912236U (en) 2022-11-28 2022-11-28 Building concrete placement combination wood matrix installation quick detach subassembly

Country Status (1)

Country Link
CN (1) CN218912236U (en)

Similar Documents

Publication Publication Date Title
CN105155836A (en) Aluminum alloy formwork for buildings and method for applying aluminum alloy formwork
CN218912236U (en) Building concrete placement combination wood matrix installation quick detach subassembly
CN206545269U (en) The beam prefabricated floor connection structure of full assembled steel
CN210152267U (en) Adjustable corner back edge combined member
CN208899860U (en) A kind of building template fastening kit
CN213449219U (en) High-strength steel plate for processing stairs
CN212506641U (en) Drainage ditch regularization mould
CN211597203U (en) Connection structure and precast concrete wallboard system
CN211547390U (en) Assembled pier stud template convenient to dismantle
CN2184038Y (en) Wood-bamboo plywood formwork with steel section frame
CN210621470U (en) Prestressed corrugated pipe positioning device
CN211341419U (en) Beam structure for assembly type building
CN208777676U (en) A kind of band iron drawknot structure of construction outrigger and structure sheaf
CN206928640U (en) A kind of architectural engineering PVC building templates
CN110630006A (en) Aluminum template with high use efficiency and relatively material saving
CN214402270U (en) Concrete prefabricated part convenient to adjust assembly dimension
CN221799183U (en) Space special-shaped wood formwork reinforcing system
CN219261738U (en) Reinforcing device for aluminum alloy cylinder combined template system for building
CN212358647U (en) Anchor plate connecting component of full-assembly dry-method connecting wallboard system
CN201943340U (en) Rapid-dismounting moulding board for buildings
CN216787811U (en) Novel wall surface mold for building template system
CN219491716U (en) Novel anti-bank reinforcement
CN218541507U (en) Reinforcing device for reverse ridge pouring template
CN214884351U (en) Assembled steel construction building wallboard
CN220247575U (en) Building construction template

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant