CN214034788U - Steel frame plywood template and aluminum formwork mixed assembly type structure - Google Patents

Steel frame plywood template and aluminum formwork mixed assembly type structure Download PDF

Info

Publication number
CN214034788U
CN214034788U CN202023071770.5U CN202023071770U CN214034788U CN 214034788 U CN214034788 U CN 214034788U CN 202023071770 U CN202023071770 U CN 202023071770U CN 214034788 U CN214034788 U CN 214034788U
Authority
CN
China
Prior art keywords
template
formwork
wall
early
dismantling
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202023071770.5U
Other languages
Chinese (zh)
Inventor
王海军
王超
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.)
Heilongjiang Meisen Mould Base Co ltd
Original Assignee
Heilongjiang Meisen Mould Base Co ltd
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 Heilongjiang Meisen Mould Base Co ltd filed Critical Heilongjiang Meisen Mould Base Co ltd
Priority to CN202023071770.5U priority Critical patent/CN214034788U/en
Application granted granted Critical
Publication of CN214034788U publication Critical patent/CN214034788U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Abstract

A steel frame plywood template and aluminum template mixed assembly type structure belongs to the field of building template systems. The utility model provides a current building templates system poor stability, the system is whole heavier, installation procedure is complicated, the engineering time is long and can not use repeatedly the problem. The utility model discloses an outer wall template, interior wall form, K board, canopy internal corner mould, wall internal corner mould and top template, the interior wall template outside is equipped with outer wall template, installs the K board in the outer wall template, and the canopy internal corner mould is installed on the wall form including, connects through canopy internal corner mould between two adjacent canopy internal corner moulds of wall body corner, and two adjacent internal wall forms pass through the wall internal corner mould to be connected, and internal wall form passes through the canopy internal corner mould with the top template and is connected. The utility model discloses a building templates system stability is good, the installation step is simple to whole lightweight effectively reduces the engineering time, improves whole work efficiency.

Description

Steel frame plywood template and aluminum formwork mixed assembly type structure
Technical Field
The utility model relates to a steel frame plywood template and aluminum mould board mixed assembly formula structure belongs to building templates system field.
Background
The building formwork is a temporary supporting structure, which is manufactured according to the design requirements, so that the concrete structure and the members are molded according to the specified positions and geometric dimensions, the correct positions of the concrete structure and the members are kept, and the self weight of the building formwork and the external load acting on the building formwork are borne. The purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost;
with the progress of the building industry towards green environmental protection, the mold frame product with low emission, low loss, automation and light weight for green construction is a trend for the development of the mold frame industry in China. In China, the construction cost of the formwork accounts for 25-35% of the total construction cost of the cast-in-place concrete structure, and accounts for 50-60% of the total construction period. The expenditure accounts for about 5% of the total engineering cost. The total yield of the related industries of the die carrier is predicted to reach 1 trillion yuan in the future. The related industries of the die carrier are quite high in yield value and proportion in developed countries and in the building field of China. Since the beginning of the new century, with the upgrading of new construction technology, high efficiency and high quality requirement of the building industry and the increasing of the requirement of the state on environmental protection and labor cost, the development and application of the novel building template becomes an important way for promoting the technical innovation of template engineering, reducing the construction cost and assisting the modernization of the building industry. The market of the assembled template is gradually enlarged in the future and is catered to the growth of the well-jet type. The existing building template structure mainly comprises a panel, a supporting structure and a connecting piece, and the existing building template structure also has the following defects:
1. the panel is a bearing plate directly contacting with newly cast concrete, the existing panel is mostly made of wood plates, the strength of the wood plates is low, the panel can not be used again after being used for one time generally, and the panel is easy to break and break under the condition of multiple use, so that the subsequent working progress is influenced;
2. most of the existing supporting structures are steel frames used for supporting panels and concrete, the steel frames are high in hardness and can achieve a good supporting effect, but the steel frames are heavy in weight and poor in stability, and if the joints of the steel frames are unstable and collapse is caused, unnecessary dangers and personal injuries to workers are easily caused;
3. because the existing building template structure supporting structure is heavy, the installation steps of a template system are complex during construction, the building template system needs to be assembled for a long time, the overall working efficiency is influenced, and the construction period is long;
4. the panels of the existing building template system are spliced by adopting wood boards, the spliced templates have more abutted seams, and other procedures are required to beautify the concrete after the concrete is poured and formed.
In view of the above, a need exists for a building form structure that is lightweight, has high stability, is easy to install, and can be used repeatedly to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a present building templates system poor stability, the system is whole heavier, installation steps are complicated, the engineering time is long and can't relapse the problem of using, to prior art not enough, the utility model discloses a "steel frame plywood template mixes assembled structure with aluminium template". A brief summary of the present invention is provided below in order to provide a basic understanding of some aspects of the present invention. It should be understood that this summary is not an exhaustive overview of the invention. It is not intended to identify key or critical elements of the invention or to delineate the scope of the invention.
The technical scheme of the utility model:
the utility model provides a steel frame plywood template and mixed assembled structure of aluminium template, including outer wall form, interior wall form, the K board, the canopy internal angle mould, corner mould and top template in the wall, the interior wall form outside is equipped with outer wall form, install the K board on the outer wall form, wall form including the canopy internal angle mould is installed, connect through corner mould in the canopy between two adjacent canopy internal angle moulds of wall body corner, wall form passes through corner mould in two adjacent interior wall forms and connects, interior wall form passes through corner mould in the canopy and is connected, interior wall form passes through corner mould with the top template and is connected.
Furthermore, a supporting beam side beam and a supporting beam middle beam are installed on the top formwork, one end of the supporting beam side beam is fixedly connected with the inner corner formwork of the shed, and the other end of the supporting beam side beam is fixedly connected with the supporting beam middle beam.
Furthermore, a beam early-dismantling supporting head is fixedly mounted between the side beam of the supporting beam and the middle beam of the supporting beam, a beam early-dismantling support is mounted at the bottom of the beam early-dismantling supporting head, and the other end of the beam early-dismantling support is fixed on the ground.
The door beam is arranged on the inner wall body formwork, and the door beam is arranged on the inner wall body formwork.
Furthermore, the window beam is fixedly connected with the window corner die, the window beam is provided with a window early-dismantling supporting head, and two ends of the window early-dismantling support are respectively fixed on the window early-dismantling supporting head.
Furthermore, a door early-dismantling supporting head is installed on the door beam, a door early-dismantling support is fixedly installed at the bottom of the door early-dismantling supporting head, the other end of the door early-dismantling support is fixed on the ground, and one end of the door beam is fixedly connected with the door corner mold.
Furthermore, an inner wall lower elevation template is fixedly arranged at the bottom of the inner wall template.
The utility model has the advantages that:
1. the template used by the steel frame plywood template and the aluminum template mixed assembly type structure of the utility model adopts the steel frame bamboo plywood template, the steel frame bamboo plywood has high strength and good stability, can be used repeatedly, has low subsequent use and damage repair cost, is simple and easy to operate, and greatly reduces the cost;
2. the corner mould and the shed internal corner mould of the steel frame plywood mould and aluminum mould mixed assembly type structure of the utility model adopt aluminum alloy moulds, and the moulds have light weight, high precision and good stability;
3. the mounting and dismounting steps of the mixed assembly type structure of the steel frame plywood template and the aluminum template are simple, the construction period is short, and the working efficiency is high;
4. the utility model discloses an interior outer wall template of steel frame plywood template and aluminium template mixed assembly formula structure piece after the cast concrete form removal is few, need not to carry out other processes again and carries out the later stage and beautify.
Drawings
FIG. 1 is a schematic diagram of an inner and outer wall structure of a steel frame plywood formwork and aluminum formwork hybrid fabricated structure;
FIG. 2 is a schematic top form construction of a hybrid fabricated steel frame plywood form and aluminum form;
FIG. 3 is a schematic view of the structure of a beam in the support beam;
fig. 4 is a schematic structural view of a support beam edge beam.
In the figure, 1-an external wall template, 2-an internal wall template, 3-a K plate, 4-a shed internal corner template, 5-a shed internal corner template, 6-a wall internal corner template, 7-a window early-dismantling supporting head, 8-a window early-dismantling support, 9-a window corner template, 10-a window beam, 11-a door beam, 12-a door corner template, 13-a door early-dismantling supporting head, 14-a door early-dismantling support, 15-an internal wall lower-lowering high template, 16-a top template, 17-a supporting beam side beam, 18-a beam early-dismantling supporting head, 19-a beam early-dismantling support and 20-a supporting beam middle beam.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described below with reference to specific embodiments shown in the accompanying drawings. It should be understood that the description is intended to be illustrative only and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
The first embodiment is as follows: the embodiment is described by combining fig. 1-4, and the mixed assembly structure of the steel frame plywood formwork and the aluminum formwork of the embodiment comprises an outer wall formwork 1, an inner wall formwork 2, a K plate 3, an inner corner formwork 4, an inner corner formwork 5, an inner corner formwork 6 and a top formwork 16, wherein the outer wall formwork 1 is arranged on the outer side of the inner wall formwork 2, the K plate 3 is installed on the outer wall formwork 1, the inner corner formwork 4 is installed on the inner wall formwork 2, two adjacent inner corner formworks 4 at the wall corners are connected through the inner corner formwork 5, two adjacent inner wall formworks 2 are connected through the inner corner formwork 6, the inner wall formwork 2 is connected with the top formwork 16 through the inner corner formwork 4, a gap between the outer wall formwork 1 and the inner wall formwork 2 is used for pouring concrete, the K plate 3 is used for connecting the upper and lower layer seams, the inner corner formwork 4, the inner corner formwork 5 and the inner corner formwork 6 are made of aluminum alloy, the outer wall body template 1 and the top template 16 adopt bamboo plywood templates, the inner wall body template 2 adopts a steel frame bamboo plywood template (formed by welding rolled F-shaped sections made of 45# steel, a 12mm credible bamboo plywood is embedded in the bamboo plywood, the use frequency of the bamboo plywood reaches 80 times), the inner corner module 4 in the shed is connected with the inner corner module 5 in the shed through bolts, and the inner corner module 6 in the wall body template 2 is connected with the wall body template through bolts.
The second embodiment is as follows: the embodiment is described with reference to fig. 1 to 4, and the mixed assembly structure of the steel frame plywood formwork and the aluminum formwork of the embodiment is characterized in that a supporting beam edge beam 17 and a supporting beam middle beam 20 are installed on the top formwork 16, one end of the supporting beam edge beam 17 is fixedly connected with the inner corner formwork 4 of the shed, and the other end of the supporting beam edge beam 17 is fixedly connected with the supporting beam middle beam 20;
a beam early-dismantling support head 18 is fixedly arranged between the support beam side beam 17 and the support beam middle beam 20, a beam early-dismantling support 19 is arranged at the bottom of the beam early-dismantling support head 18, and the other end of the beam early-dismantling support 19 is fixed on the ground; the supporting beam edge beam 17 and the supporting beam middle beam 20 are used for improving the stability of the top formwork 16, beam early-dismantling supporting heads 18 are fixedly arranged between the supporting beam edge beam 17 and the supporting beam middle beam 20 to install beam early-dismantling supports 19, the stability of the whole building formwork system is improved, the beam early-dismantling supports 19 are telescopic rods and can be adjusted according to the pouring height, the supporting beam middle beam 20 and the beam early-dismantling supporting heads 18 are connected through bolts, and the beam early-dismantling supporting heads 18 and the supporting beam edge beam 17 are connected through bolts.
The third concrete implementation mode: the embodiment is described with reference to fig. 1 to 4, and the mixed assembly type structure of the steel frame plywood formwork and the aluminum formwork further comprises a window beam 10 and a door beam 11, wherein the window beam 10 is installed on the inner wall formwork 2, the door beam 11 is installed on the inner wall formwork 2, if a door or a window needs to be reserved on the inner wall formwork 2, the window and the door opening can be processed on the inner wall formwork 2, and then the window beam 10 and the door beam 11 are respectively and fixedly installed therein.
The fourth concrete implementation mode: the embodiment is described with reference to fig. 1 to 4, and the steel frame plywood formwork and aluminum formwork hybrid fabricated structure of the embodiment is characterized in that a window beam 10 is fixedly connected with a window corner formwork 9, a window early-dismantling supporting head 7 is mounted on the window beam 10, and two ends of a window early-dismantling support 8 are respectively fixed on the window early-dismantling supporting head 7; install the early support head 13 of tearing open of door on the door beam 11, the early support head 13 of tearing open of door's bottom fixed mounting has the early support 14 of tearing open of door, the early support 14 of tearing open of door's other end is fixed subaerial, the one end AND gate corner mould 12 fixed connection of door beam 11, the early support head 7 of tearing open of window is installed respectively on last side window beam 10 and lower side window beam 10, the early support 8 of tearing open of window is fixed at window department through two early support head 7 of tearing open of window, be used for supporting the window, improve the stability of window department, install the early support head 13 of tearing open of door on the door beam 11, be used for installing the early support 14 of tearing open of door, the early support 14 of tearing open of door is the same with the early support 19 structure of tearing open of roof beam, but for the telescopic pole, can adjust according to the height of door.
The fifth concrete implementation mode: the embodiment is described with reference to fig. 1 to 4, and the bottom of the inner wall form 2 is fixedly provided with an inner wall lower elevation form 15 in the steel frame plywood form and aluminum form hybrid assembly type structure of the embodiment.
This embodiment is only illustrative of the patent and does not limit the scope of protection thereof, and those skilled in the art can make modifications to its part without departing from the spirit of the patent.

Claims (7)

1. The utility model provides a steel frame plywood template and mixed assembled structure of aluminium template which characterized in that: including outer wall body template (1), interior wall body template (2), K board (3), canopy internal angle mould (4), canopy internal angle mould (5), corner mould (6) and top template (16) in the wall, interior wall body template (2) outside is equipped with outer wall body template (1), install K board (3) on outer wall body template (1), wall body template (2) including canopy internal angle mould (4) are installed, connect through corner mould (5) in the canopy between two adjacent canopy internal angle moulds (4) of wall body corner department, two adjacent internal wall body templates (2) are connected through corner mould (6) in the wall, internal wall body template (2) are connected through corner mould (4) in the canopy with top template (16).
2. The plywood formwork and aluminum formwork hybrid fabricated structure of claim 1, wherein: a supporting beam edge beam (17) and a supporting beam middle beam (20) are installed on the top formwork (16), one end of the supporting beam edge beam (17) is fixedly connected with the inner corner formwork (4) of the shed, and the other end of the supporting beam edge beam (17) is fixedly connected with the supporting beam middle beam (20).
3. The plywood formwork and aluminum formwork hybrid fabricated structure of claim 2, wherein: a beam early-dismantling supporting head (18) is fixedly arranged between the supporting beam side beam (17) and the supporting beam middle beam (20), a beam early-dismantling support (19) is arranged at the bottom of the beam early-dismantling supporting head (18), and the other end of the beam early-dismantling support (19) is fixed on the ground.
4. The plywood formwork and aluminum formwork hybrid fabricated structure of claim 1, wherein: the novel wall formwork comprises an inner wall formwork (2) and is characterized by further comprising a window beam (10) and a door beam (11), wherein the window beam (10) is installed on the inner wall formwork (2), and the door beam (11) is installed on the inner wall formwork (2).
5. The plywood formwork and aluminum formwork hybrid fabricated structure of claim 4, wherein: the window beam (10) is fixedly connected with the window corner die (9), the window early-dismantling supporting head (7) is installed on the window beam (10), and two ends of the window early-dismantling support (8) are respectively fixed on the window early-dismantling supporting head (7).
6. The plywood formwork and aluminum formwork hybrid fabricated structure of claim 5, wherein: the early-dismantling door supporting structure is characterized in that a door early-dismantling supporting head (13) is mounted on the door beam (11), a door early-dismantling support (14) is fixedly mounted at the bottom of the door early-dismantling supporting head (13), the other end of the door early-dismantling support (14) is fixed on the ground, and one end of the door beam (11) is fixedly connected with the door corner die (12).
7. The plywood formwork and aluminum formwork hybrid fabricated structure of claim 1, wherein: and an inner wall lower height-adjusting template (15) is fixedly arranged at the bottom of the inner wall template (2).
CN202023071770.5U 2020-12-18 2020-12-18 Steel frame plywood template and aluminum formwork mixed assembly type structure Expired - Fee Related CN214034788U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023071770.5U CN214034788U (en) 2020-12-18 2020-12-18 Steel frame plywood template and aluminum formwork mixed assembly type structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023071770.5U CN214034788U (en) 2020-12-18 2020-12-18 Steel frame plywood template and aluminum formwork mixed assembly type structure

Publications (1)

Publication Number Publication Date
CN214034788U true CN214034788U (en) 2021-08-24

Family

ID=77339166

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202023071770.5U Expired - Fee Related CN214034788U (en) 2020-12-18 2020-12-18 Steel frame plywood template and aluminum formwork mixed assembly type structure

Country Status (1)

Country Link
CN (1) CN214034788U (en)

Similar Documents

Publication Publication Date Title
CN102704672B (en) Installation construction method for large all-steel formwork at internal corner of shear wall
CN202187547U (en) Light and high-strength alloy early-removed template system
CN202467189U (en) Fixed muzzle template
CN206091285U (en) Template is pour to back timber
CN214034788U (en) Steel frame plywood template and aluminum formwork mixed assembly type structure
CN217000873U (en) Bay window assembly
CN109113335A (en) Parapet falsework and construction method
CN113338614B (en) Adjustable template structure for column caps of beamless floor
CN216305369U (en) Box template of pouring of preassembleing
CN213829512U (en) Precast beam formwork
CN211250567U (en) Pouring die for balcony
CN212715921U (en) Two-sided coincide wallboard door and window entrance to a cave formwork structure
CN204959617U (en) A support for supporting template of initial piece of bridge case roof beam
CN210316555U (en) Novel female corner reinforcing piece for wood mold
CN103510703A (en) Method for constructing concrete arch columns with variable cross-sections
CN209755588U (en) Prefabricated house unit mould
CN112412003A (en) Anti-bank and cast-in-place wall post integration pouring construction template
CN209907936U (en) Integrated template system of cast-in-situ overhanging window board with secondary structure
CN106939697A (en) Combined template for constructing core barrel and construction method thereof
CN207847151U (en) The telescopic support device to cornice for installing exterior wall
CN216406173U (en) Stair baffle of marking time and integrative aluminum mould board of apron for building
CN207244960U (en) A kind of Prefabricated stacking floor with tool-typed formwork for being used to drop plate region
CN215889337U (en) Foldable aluminium system roof beam template
CN214117501U (en) Aluminum mould wall column beam slab integrated configuration
CN111622499A (en) Combined template for stiff steel column and construction method thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20210824