CN111140004B - Strain packaging structure mold and template system thereof - Google Patents

Strain packaging structure mold and template system thereof Download PDF

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Publication number
CN111140004B
CN111140004B CN201911413543.5A CN201911413543A CN111140004B CN 111140004 B CN111140004 B CN 111140004B CN 201911413543 A CN201911413543 A CN 201911413543A CN 111140004 B CN111140004 B CN 111140004B
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outer frame
frame
formwork
pipe
strain
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CN111140004A (en
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朱宏宇
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
    • E04G1/06—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section comprising members with rod-like or tubular portions fitting together end to end, with or without separate connecting pieces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
    • E04G1/08—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section secured together by bolts or the like penetrating the members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

一种应变集装结构模及其模板系统，所述集装结构模由模架、模架内框、模架外框应变集装构成。所述模架架立在工作面上；在所述模架顶部集装有模架内框；在所述模架内框外周集装有模架外框。本发明模架、模架内框和模架外框共同作用，形成应变集装结构模，核心特征在于集装以及应变：集装是指每个构件上均可以集中安装多个构件，减少了构件的数量、并简化了节点结构，方便了安装以及施工；应变则是指整个体系可以灵活调整，根据不同的尺寸、规格相应改变，而且有不同的组合形式，基本可以适应现有各种施工情况，应变性高，施工更为方便快捷。可广泛应用于模板体系施工。

Figure 201911413543

A strain container structure mold and its template system, wherein the container structure mold is composed of a mold base, an inner frame of the mold base, and a strain container of an outer frame of the mold base. The mold frame stands on the working surface; the mold frame inner frame is assembled on the top of the mold frame; the mold frame outer frame is assembled on the outer periphery of the mold frame inner frame. The mold frame, the inner frame of the mold frame and the outer frame of the mold frame of the present invention work together to form a strain assembly structure mold. The number of components and the simplification of the node structure are convenient for installation and construction; the strain means that the entire system can be flexibly adjusted according to different sizes and specifications, and there are different combinations, which can basically adapt to various existing constructions. situation, the adaptability is high, and the construction is more convenient and quick. Can be widely used in formwork system construction.

Figure 201911413543

Description

Strain packaging structure mold and template system thereof
Technical Field
The invention relates to the field of building construction, in particular to a concrete pouring construction template system.
Background
At present, for concrete pouring construction, the erection of a template system is an indispensable process, but a plurality of problems exist in the existing system: firstly, the components are difficult to position, and when structures such as a floor slab, a wallboard, a beam column and the like are poured in a certain space, the efficiency and the quality of later pouring construction are directly influenced by the mounting position of a frame body and the mounting precision of a template, but the existing system is difficult to position accurately and connect in an adjustable way; secondly, the traditional formwork system has many connecting pieces, a complex structure and complicated erection, and in order to ensure the connection requirements among the members, a large number of connecting pieces are needed, for example, in the aluminum formwork system, dozens of pins are often needed to be arranged on one panel according to the interval requirements, so that the workload is increased, the secondary utilization of the panel is influenced, the transportation problem is further caused, the structure needs to be repeatedly carried and hoisted, and the workload and the transportation cost of workers are increased; thirdly, in the process of repeated transportation, the components are easily damaged in the transportation process, so that the cost is wasted and increased; in addition, the supporting construction amount of the beam column joint position template is large, the construction is complex and difficult, and the loss of manpower and material resources and the waste of time are often caused; finally, each component in the existing template system is an independent structure, and mutual response and effective container strain connection cannot be formed, and a synergistic effect cannot be formed in the aspects of production and construction. Problems of refitting, space of operation, early die removal,
The problems of standardization, accuracy, turnover and recycling are all encountered in the construction of the existing formwork system, and the construction of the existing formwork system is directly influenced.
Disclosure of Invention
The invention aims to provide a strain container structure mould and a template system thereof, and aims to solve the technical problems of complex construction and low efficiency of the existing template system; and the problems of complex structure and low construction precision of a template system are solved.
In order to achieve the purpose, the invention adopts the following technical scheme:
the strain container structure die is formed by strain container assembly of a die set, a die set inner frame and a die set outer frame.
The die carrier is erected on the working surface; the top of the die carrier is provided with a die carrier inner frame in a gathering way; and the periphery of the inner frame of the die set is provided with an outer frame of the die set.
The die carrier is formed by assembling die carrier vertical pipes and die carrier connecting pipes; the die set vertical pipe is an outer sleeve square pipe with clamping pin holes in the side walls of the upper end and the lower end, and the upper end and the lower end are provided with die set vertical pipe container joints; the formwork vertical pipe container joint comprises an outer sleeve square pipe section, and four side walls of the square pipe section are respectively provided with a formwork clamping plate joint; the die carrier clamping plate joint is a U-shaped joint and comprises a pair of vertical lug plates which are spaced from each other and provided with clamping pin holes in the middle and a transverse lug plate arranged at the lower part of each vertical lug plate.
When the formwork stand pipe assembly joint is welded and fixed on the outer sleeve square pipe, the welded and fixed assembly joint is formed.
The lower end of the container section at the lower end of the die carrier vertical pipe is provided with a fixing nut, and a lower end screw rod with a ground foot is screwed and fixed.
The die carrier connecting pipe is formed by a rectangular pipe with clamping pin holes in the side faces of two ends.
At least one pair of die carrier stand pipes and a pair of die carrier connecting pipes are hinged by bayonet locks to form a frame; at least one pair of frame frames and two pairs of die carrier connecting pipes are hinged by bayonet locks to form the die carrier.
The upper end of the formwork stand pipe is provided with an inserting stand pipe; the inserting vertical pipe is formed by a square pipe of which the outer wall corresponds to the inner wall of the outer sleeve square pipe;
the inner side wall and the outer side wall of the inserting vertical pipe are provided with pin clamping holes according to intervals, and the upper end or/and the middle part of the inserting vertical pipe is provided with an inserting vertical pipe container joint; the splicing vertical pipe assembly joint comprises an outer sleeve square pipe section, and four side walls of the square pipe section are respectively provided with a splicing vertical pipe joint; the inserting vertical pipe joint is an inverted U-shaped joint and comprises a pair of vertical lug plates which are spaced from each other and provided with clamping pin holes in the middle and a transverse lug plate on the upper portion of each vertical lug plate.
The inner frame of the die frame is formed by strain assembling of inner frame pipes; at least two pairs of parallel inner frame pipes are vertically hinged on two pairs of corresponding die set vertical pipe container joints or inserting vertical pipe container joints of the die set to form a die set inner frame; if the formwork is a single-layer formwork, the inner frame of the formwork is directly connected to the formwork riser assembly section at the upper end of the formwork riser; if the double-layer die carrier is adopted, the inner frame of the die carrier is correspondingly connected with the inserting vertical pipe container section.
Inner frame connecting pipes are respectively hinged to the outward-arranged container joints on the periphery of the inner frame of the die frame; the inner frame connecting pipe is a rectangular pipe with a round hole on one end side wall and a round hole or a long hole on the other end side wall.
The die frame outer frame is formed by strain packaging of outer frame pipes; the outer frame pipe is formed by rectangular pipes with long holes on the inner side wall and the outer side wall; two or more outer frame pipes are horizontally and directly formed into an outer frame; and the two pairs of outer frames are connected at the corners to form the outer frame of the die frame.
The die carrier outer frame is vertically positioned at the bottom of the structural plate to form a plate bottom outer frame.
The die carrier outer frame is vertically positioned at the structural beam bottom to form a beam bottom outer frame.
When the outer frame of the die set is a plate bottom outer frame, the die set further comprises an L-shaped groove code and a T-shaped groove code which are formed by channel steel, the inner wall of which is attached to the outer wall of the outer frame pipe; the L-shaped groove code is an angle joint groove code with a pair of vertical limb grooves, and the web plate of each limb groove is provided with at least one long hole.
The T-shaped socket connector is a three-joint socket connector with a pair of direct limb slots and a vertical limb slot, and at least one long hole is arranged on a web plate or/and a wing plate of each limb slot; t-shaped bolts are respectively inserted in the long holes of the L-shaped groove codes and the T-shaped groove codes.
The pair of outer frames are respectively clamped and fixed in the vertical limb grooves of the same L-shaped groove code by the end parts and are pressed and fixed by T-shaped bolts to form outer frame angle joint.
The pair of outer frame pipes are respectively clamped and fixed in a pair of direct limb grooves of the same T-shaped groove code by end parts and are pressed and fixed by T-shaped bolts to form an outer frame pipe direct connection, and the inner frame connecting pipe is clamped and fixed in a vertical limb groove of the T-shaped groove code by end parts and is pressed and fixed by opposite penetrating bolts to form an angle joint with the outer frame pipe.
The opening direction of the limb grooves of the L-groove codes and the T-groove codes is outward or downward.
The T-shaped bolt sequentially comprises a strip-shaped limiting section, a block-shaped fastening section and a connecting thread section, wherein the strip-shaped limiting section penetrates through the long hole and is vertically limited on one side of the long hole, the block-shaped fastening section is embedded in the long hole, and the connecting thread section penetrates through the long hole and is correspondingly connected with the nut. The T-shaped bolt is convenient for the connection of the outer frame pipe with the L-shaped groove codes and the T-shaped groove codes, the strip-shaped limiting section can penetrate through the long holes in the L-shaped groove codes and the T-shaped groove codes when being horizontal, and the T-shaped bolt can rotate 90 degrees when the block-shaped fastening section is separated from the long holes to complete the limiting between the strip-shaped limiting section and the long holes; the block-shaped fastening section is embedded and fixed in the long hole, the T-shaped bolt cannot rotate, so that the T-shaped bolt is limited, the outer frame pipe is temporarily hung with the L-shaped groove code and the T-shaped groove code, and after the position is finely adjusted, the outer frame pipe is locked by a nut to complete connection and installation; the whole connection process is simple and convenient, no requirement is provided for operation space, and the T-shaped bolt is not influenced even if the operation is only carried out on one side.
The die carrier outer frame is formed by connecting a plate bottom outer frame and a beam bottom outer frame in an up-and-down manner, and further comprises an assembly code.
The assembly brace is composed of a pair of corner braces, two vertical flanges of the corner braces are respectively provided with a transverse or vertical slot hole at an upper interval and a lower interval, one pair of flanges in the pair of corner braces are correspondingly formed into oppositely clamped flanges at intervals, and the other pair of flanges are arranged in the same plane to form flanges in the same plane; wherein, the long hole of the oppositely clamped flange is internally provided with an oppositely penetrating and pressing fixed bolt, and the long hole of the flange on the same surface is internally provided with a T-shaped bolt.
The end parts of the outer frame pipes are respectively stuck and fixed on the flanges on the same surface of the container yard, and the T-shaped bolts are used for forming direct pressing and fixing.
The outer end of the inner frame connecting pipe is clamped and fixed in the oppositely clamped flanges of the packaging code, and the inner frame connecting pipe is hinged by oppositely penetrating and pressing fixed bolts.
The plate bottom outer frame and the beam bottom outer frame are assembled on the common assembly code at intervals up and down to form the same connection.
The outer frame of the die carrier is provided with an outer frame vertical pipe; the outer frame vertical pipe is a rectangular pipe with an adjusting screw at the lower end and vertical long holes in the inner side wall, the outer side wall and/or the left side wall and the right side wall; the outer frame vertical pipe and the outer frame pipe are mutually attached through side walls and are fixedly connected through T-shaped bolts.
The lower surface below the beam bottom outer frame is supported and fixed on the die set connecting pipe; the assembly codes are clamped on the die frame connecting pipe through clamping flanges; and a beam bottom template positioning pipe is fixedly clamped in the butt-clamping flange of the packaging yard.
The design of collection dress sign indicating number can be connected a plurality of components collection dress, can connect many member pieces such as die carrier frame, roof beam bottom template registration arm, die carrier even pipe simultaneously on the collection dress sign indicating number, has increased the connection space of member and has selected, has increased the installation variability of die carrier system simultaneously.
Still be connected with the frame between the frame riser at bight and be connected with the frame and manage, frame is connected with the frame riser through T shape bolt and is connected with the frame riser, and two adjacent frame are connected with the pipe through L groove sign indicating number vertical connection. The stability of the frame body can be increased, and meanwhile, the support can be provided for the column formwork or the wall formwork.
The side length of the cross section of the vertical pipe of the die set is 50mm, the wall thickness is not less than 3mm, and the length of the vertical pipe of the die set is 1.5m or 1.8 m; the standard vertical pipe forms a standard span of 1.5m or 1.8 m; the die set connecting pipe, the inner frame pipe and the outer frame pipe are formed by standard pipes corresponding to standard spans, the side length of each standard pipe is 60mm multiplied by 40mm, and the wall thickness is larger than 3 mm; the inner frame connecting pipe and the outer frame pipe also comprise strain pipes with the length of 600 mm-1200 mm.
The circular holes on the side walls of the inner frame pipe and the die carrier connecting pipe are strain connecting holes; the strain connecting holes are general round holes with equal module hole center distances; the modulus of the hole center distance is 50mm or 100mm, and the hole diameter is 12 mm; the long holes on the side walls of the outer frame pipe and the outer frame vertical pipe are strain containing holes; the strain packaging holes are general long holes with equal modulus hole center distances, and the hole length of each long hole is not less than the sum of one-half hole center distance and hole width; the modulus of the center distance of the long hole is 100 mm; the slot gauge includes 66mm by 16 mm.
The long hole type of the L-shaped groove code, the T-shaped groove code and the container code is equal to that of the strain container hole, so that fine adjustment connecting holes are formed.
The design of standard festival and standard hole designs whole template system into standard strain system, and each position is adjustable, each node can link, and is very low to the installation accuracy requirement moreover, member simple to operate. The matching of the long holes and the round holes can realize random connection between the holes, namely, one long hole can at least correspond to two round holes, so that the connection can be realized even if the position relation between the components has deviation.
The upper surfaces of the outer frame of the plate bottom, the supporting tube of the inner frame and the connecting tube of the inner frame integrally form a positioning surface of the plate bottom template, and the plate bottom template is positioned; the outer side surfaces around the outer frame at the bottom of the plate and the outer frame at the bottom of the beam integrally form a positioning surface of a side template of the structure beam, a column and a wall, and the side template of the wall, the beam and the column is positioned.
The template consists of a panel and a plate rib on the back of the panel; the panel comprises one or more than two combined panels of wood panels, plastic panels and metal panels with equal thickness, and the plate ribs comprise one or more than two combined plate ribs of wood squares, plastic squares and square tubes with the same height; the template is clamped and fixed on the inner frame pipe or/and the outer frame pipe by the plate rib;
the template is a standard template with the length of 1.8m and 2.4 m; the template is a template which is installed after the assembly structure mold is installed to form an after-installation template; the template is a clamping and positioning template clamped and fixed on the inner frame and the outer frame of the die set; the plate bottom template is clamped and fixed on the inner frame support pipe or the inner frame connecting pipe to form an early-dismantling template; the strain containing holes of the outer frame pipes are internally provided with through screw rods to form an outer frame pipe clamping template.
Compared with the prior art, the invention has the following characteristics and beneficial effects:
the invention discloses a die set, a die set inner frame and a die set outer frame which act together to form a strain packaging structure die, and the core is characterized in that: the container assembly means that a plurality of members can be intensively arranged on each member, so that the number of the members is reduced, the node structure is simplified, and the installation and construction are facilitated; the strain means that the whole system can be flexibly adjusted, and can be correspondingly changed according to different sizes and specifications, and different combination forms exist, so that the system can basically adapt to various existing construction conditions, the strain is high, and the construction is more convenient and quicker.
The invention can be widely applied to the construction of the template system.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural view of a containerized structural form of the present invention.
FIG. 2 is a schematic structural view of the scaffold of the present invention.
Fig. 3 is a schematic structural diagram of a formwork riser of the formwork of the present invention.
Fig. 4 is a schematic structural view of a container section of the lower end of the formwork of the present invention.
Fig. 5 is a schematic structural view of a container section of the upper end of the formwork of the present invention.
Fig. 6 is a schematic structural diagram of the plugging vertical pipe of the formwork assembly of the invention.
FIG. 7 is a schematic structural view of a connecting tube of the scaffold of the present invention.
Fig. 8 is a structural schematic diagram of the inner frame of the formwork of the invention.
Fig. 9 is a schematic structural diagram of a connecting node of the inner frame of the formwork frame.
Fig. 10 is a structural schematic diagram of the inner frame main pipe of the inner frame of the die frame.
Fig. 11 is a schematic structural diagram of an inner frame support pipe of the inner frame of the formwork disclosed by the invention.
Fig. 12 is a structural schematic view of an inner frame connecting pipe of the inner frame of the die frame.
Fig. 13 is a schematic view of a connection structure of the outer frame and the inner frame of the mold frame.
Fig. 14 is a schematic view of a connection structure of the outer frame of the mold frame and the L-shaped groove code.
FIG. 15 is a schematic structural diagram of an L-slot code according to the present invention.
Fig. 16 is a schematic view of a connection structure of the outer frame of the mold frame and the T-slot code.
FIG. 17 is a schematic diagram of a T-slot code according to the present invention.
Fig. 18 is a structural schematic view of an outer frame pipe of the framework outer frame of the invention.
FIG. 19 is a schematic view of the connection structure of the plate bottom outer frame and the girder bottom outer frame according to the present invention.
Fig. 20 is a schematic view of the structure of the container code of the present invention.
FIG. 21 is a schematic view of the connection structure of the plate bottom outer frame, the beam bottom outer frame, and the outer frame vertical pipe.
Fig. 22 is a schematic view of the connection structure of the outer frame pipe and the outer frame riser pipe according to the present invention.
Fig. 23 is a schematic structural view of an outer frame riser of the formwork outer frame of the present invention.
FIG. 24 is a schematic view of the connection structure of the outer frame stand pipe and the outer frame connecting pipe of the present invention.
Fig. 25 is a schematic structural view of the wall form system of the present invention.
Fig. 26 is a schematic structural view of the die beam column die plate system of the present invention.
Fig. 27 is a schematic structural view of a second plugging riser of the formwork assembly of the present invention.
Fig. 28 is a schematic view of a second connection structure of the plugging vertical pipe and the inner frame of the formwork set.
Fig. 29 is a schematic view of a connection structure of a second plugging vertical pipe, an inner frame and a packaging code of the die carrier assembly.
Reference numerals: the method comprises the following steps of 1-formwork, 11-formwork stand pipe, 111-container joint, 112-outer sleeve square pipe, 113-plug stand pipe, 114-plug stand pipe container joint, 12-formwork connecting pipe, 13-bayonet lock, 2-formwork inner frame, 21-inner frame pipe, 22-inner frame connecting pipe, 23-inner frame supporting pipe, 3-formwork outer frame, 31-outer frame pipe, 32-L groove code, 33-T groove code, 34-outer frame stand pipe, 35-outer frame connecting pipe, 4-container code, 41-corner code, 42-pair clamp flange, 43-coplanar flange, 5-T-shaped bolt, 6-pair pressing bolt, 7-beam bottom formwork positioning pipe and 8-formwork.
Detailed Description
Embodiment referring to fig. 1, a strain containment structure form is a cast-in-place concrete structure construction form; the assembly structure die is formed by strain assembly of a die set 1, a die set inner frame 2 and a die set outer frame 3; the die carrier 1 is erected on a working surface; the top of the die carrier 1 is assembled with a die carrier inner frame 2; and the outer frame 3 of the die set is assembled at the periphery of the inner frame 2 of the die set.
Referring to fig. 2, the formwork 1 is formed by assembling a formwork stand pipe 11 and a formwork connecting pipe 12; the die carrier connecting pipe 12 is formed by a rectangular pipe with clamping pin holes on the side surfaces of two ends; at least one pair of formwork vertical pipes 11 and a pair of formwork connecting pipes 12 are hinged through clamping pins 13 to form a frame; at least one pair of frame frames is hinged with two pairs of frame connecting pipes 12 by a bayonet 13 to form the frame.
Referring to fig. 3, the formwork riser 11 is an outer square tube 112 with fastening pin holes on the upper and lower side walls, and the upper and lower ends are provided with formwork riser container joints 111.
Referring to fig. 4 and 5, the formwork riser assembly section 111 includes an outer sleeve square pipe section, and four side walls of the square pipe section are respectively provided with a formwork clamping plate joint; the die frame clamping plate joint is a U-shaped joint and comprises a pair of vertical lug plates which are spaced from each other and provided with clamping pin holes in the middle and a transverse lug plate arranged at the lower part of each vertical lug plate; when the formwork riser assembly section 111 is welded on the outer sleeve square tube 112, a welding assembly section is formed; referring to fig. 4, the lower end of the container section at the lower end of the formwork stand pipe 11 is provided with a fixing nut, and a lower end screw rod with a ground foot is screwed and fixed.
Referring to fig. 6, the upper end of the formwork stand pipe 11 is provided with an insertion stand pipe 113; the inserting vertical pipe 113 is formed by a square pipe whose outer wall corresponds to the inner wall of the outer sleeve square pipe 112. At this time, the inserting vertical pipe 113 has two node structures and has two corresponding connection forms with the inner frame 2 of the die set.
Referring to fig. 6 to 26, the upper end of the formwork stand pipe 11 is provided with an insertion stand pipe 113; the inserting vertical pipe 113 is composed of a square pipe of which the outer wall corresponds to the inner wall of the outer sleeve square pipe; the upper end of the inserting vertical pipe is provided with a fixing nut and an upper end screw rod is screwed fixedly; the inner side wall and the outer side wall of the plugging vertical pipe are provided with pin clamping holes according to the distance. In cooperation with this, as shown in fig. 8 and 9, the inner frame tube includes an inner frame tube 21, an inner frame support tube 23, and an inner frame connecting tube 22; referring to fig. 10 to 12, the lower surfaces of both ends of the inner frame support tube 23 are provided with screw rod clamping holes, and the side surfaces of the outer ends of both ends and the left and right side surfaces of both ends are respectively provided with inner frame clamping plate joints; the inner frame clamping plate joint is an inverted U-shaped joint and comprises a pair of vertical lug plates which are spaced from each other and provided with clamping pin holes in the middle and a transverse lug plate arranged at the upper part of each vertical lug plate; the two ends of the at least two parallel inner frame main pipes are clamped and fixed on the screw rods at the upper ends of the die sets; at least two inner frame tubes 21 are hinged between the inner frame support tubes 23 to form a rectangular inner frame; the periphery of the rectangular inner frame is outwards hinged with an inner frame connecting pipe 22 respectively.
Referring to fig. 27 to 29, as shown in fig. 27, the plugging riser is provided with pin holes at intervals on the inner and outer side walls thereof, and plugging riser container joints 114 at the upper end or/and the middle part thereof; the inserting vertical pipe container section 114 comprises an outer sleeve square pipe section, and four side walls of the square pipe section are respectively provided with an inserting vertical pipe joint; the inserting vertical pipe joint is an inverted U-shaped joint and comprises a pair of vertical lug plates which are spaced from each other and provided with clamping pin holes in the middle and a transverse lug plate on the upper portion of each vertical lug plate.
Referring to fig. 28 and 29, the inner frame 2 of the die set is formed by strain assembling of inner frame pipes 21; at least two pairs of parallel inner frame pipes are vertically hinged on two pairs of corresponding die set vertical pipe container joints 111 or inserting vertical pipe container joints 114 of the die set to form a die set inner frame; inner frame connecting pipes 22 are respectively hinged on the outward-arranged container joints at the periphery of the inner frame of the die frame; the inner frame connecting pipe 22 is a rectangular pipe with a round hole on one side wall and a round hole or a long hole on the other side wall. If the formwork is a single-layer formwork, the inner frame of the formwork is directly connected to the formwork riser assembly section at the upper end of the formwork riser; if the double-layer die carrier is adopted, the inner frame of the die carrier is correspondingly connected with the inserting vertical pipe container section.
The two modes can realize the connection of the die carrier and the inner frame of the die carrier, and different connection modes can be flexibly selected according to different construction conditions.
Referring to fig. 13, the mold frame outer frame 3 is formed by strain assembling of outer frame pipes 31; the outer frame tube 31 is a rectangular tube with long holes on the inner and outer side walls; two or more outer frame pipes are horizontally and directly formed into an outer frame; two pairs of outer frames are connected at corners to form a die frame outer frame; referring to fig. 19, the outer frame of the die set is vertically positioned at the bottom of the structural plate to form an outer frame at the bottom of the plate; the die carrier outer frame is vertically positioned at the structural beam bottom to form a beam bottom outer frame.
Referring to fig. 14 to 17, when the outer frame of the die set is a plate bottom outer frame, the outer frame further includes an L-slot connector 32 and a T-slot connector 33, which are formed by channel steel whose inner wall is attached to the outer wall of the outer frame pipe; referring to fig. 14 and 15, the L-shaped slot yard 32 is an angle joint yard with a pair of vertical limb slots, and at least one long hole is formed on the web of each limb slot; referring to fig. 16 and 17, the T-socket 33 is a three-joint socket with a pair of direct limb sockets and a vertical limb socket, and at least one long hole is provided on each limb socket web or/and wing plate; t-shaped bolts are respectively inserted in the long holes of the L-shaped groove codes and the T-shaped groove codes. The limb slots of the L-slot yard 32 and the T-slot yard 33 are opened outwards or downwards.
The pair of outer frames are respectively clamped and fixed in the vertical limb grooves of the same L-shaped groove code by the end parts and are pressed and fixed by T-shaped bolts to form outer frame angle joint; the pair of outer frame pipes are respectively clamped and fixed in a pair of direct limb grooves of the same T-shaped groove code by end parts and are pressed and fixed by T-shaped bolts to form an outer frame pipe direct connection, and the inner frame connecting pipe 22 is clamped and fixed in a vertical limb groove of the T-shaped groove code by end parts and is pressed and fixed by opposite penetrating bolts to form an angle joint with the outer frame pipe.
The T-shaped bolt sequentially comprises a strip-shaped limiting section, a block-shaped fastening section and a connecting thread section, wherein the strip-shaped limiting section penetrates through the long hole and is vertically limited on one side of the long hole, the block-shaped fastening section is embedded in the long hole, and the connecting thread section penetrates through the long hole and is correspondingly connected with the nut. The T-shaped bolt is convenient for the connection of the outer frame pipe with the L-shaped groove codes and the T-shaped groove codes, the strip-shaped limiting section can penetrate through the long holes in the L-shaped groove codes and the T-shaped groove codes when being horizontal, and the T-shaped bolt can rotate 90 degrees when the block-shaped fastening section is separated from the long holes to complete the limiting between the strip-shaped limiting section and the long holes; the block-shaped fastening section is embedded and fixed in the long hole, the T-shaped bolt cannot rotate, so that the T-shaped bolt is limited, the outer frame pipe is temporarily hung with the L-shaped groove code and the T-shaped groove code, and after the position is finely adjusted, the outer frame pipe is locked by a nut to complete connection and installation; the whole connection process is simple and convenient, no requirement is provided for operation space, and the T-shaped bolt is not influenced even if the operation is only carried out on one side.
Referring to fig. 19, the die carrier outer frame 3 is formed by connecting a plate bottom outer frame and a beam bottom outer frame up and down, and further comprises a packaging code 4; the assembly brace 4 is composed of a pair of corner braces 41, the two vertical flanges of the corner braces are respectively arranged with a transverse or vertical slot hole at an upper and a lower interval, the transverse slot hole is shown in fig. 20, the vertical slot hole is shown in fig. 29, a pair of flanges in the pair of corner braces are correspondingly formed into a butt-clamped flange 42 at an interval, and the other pair of flanges are arranged in the same plane to form a coplanar flange 43; wherein, the long hole of the opposite clamping flange is internally provided with an opposite penetrating and pressing fixed bolt 6, and the long hole of the same-surface flange is internally provided with a T-shaped bolt 5.
Referring to fig. 20, a pair of the outer frame tubes 31 are respectively fixed to the flanges 43 on the same side of the container by end portions, and are directly fixed by pressing with T-shaped bolts; the inner frame connecting pipe 22 is clamped at the outer end in the clamping flanges 42 of the stacking unit and is hinged to the through-pressure fixing bolt 6. The plate bottom outer frame and the beam bottom outer frame are assembled on the common assembly code at intervals up and down to form the same connection.
Referring to fig. 21, the formwork outer frame 3 is provided with an outer frame vertical pipe 34; the outer frame vertical pipe is a rectangular pipe with an adjusting screw at the lower end and vertical long holes in the inner side wall, the outer side wall and/or the left side wall and the right side wall; the outer frame vertical pipe and the outer frame pipe are mutually attached through side walls and are fixedly connected through T-shaped bolts.
The lower surface below the outer frame of the beam bottom is supported and fixed on the die carrier connecting pipe 12; the assembly weight 4 is clamped on the formwork connecting pipe 12 by a clamping flange 42; and a beam bottom template positioning pipe 7 is also clamped and fixed in the opposite clamping flange of the packaging yard.
The design of collection dress sign indicating number can be connected a plurality of components collection dress, can connect many member pieces such as die carrier frame, roof beam bottom template registration arm, die carrier even pipe simultaneously on the collection dress sign indicating number, has increased the connection space of member and has selected, has increased the installation variability of die carrier system simultaneously.
Referring to fig. 24, an outer frame connecting pipe is further connected between the outer frame vertical pipes at the corners, the outer frame connecting pipe has the same structure as the outer frame pipe, the outer frame connecting pipe is connected with the outer frame vertical pipes through T-shaped bolts, and two adjacent outer frame connecting pipes are vertically connected through L-shaped slots. The stability of the frame body can be increased, and meanwhile, the support can be provided for the column formwork or the wall formwork.
The side length of the cross section of the vertical pipe of the die set is 50mm, the wall thickness is not less than 3mm, and the length of the vertical pipe of the die set is 1.5m or 1.8 m;
the standard vertical pipe forms a standard span of 1.5m or 1.8 m;
the die set connecting pipe, the inner frame pipe and the outer frame pipe are formed by standard pipes corresponding to standard spans, the side length of each standard pipe is 60mm multiplied by 40mm, and the wall thickness is larger than 3 mm;
the inner frame connecting pipe and the outer frame pipe also comprise strain pipes with the length of 600 mm-1200 mm.
The circular holes on the side walls of the inner frame pipe and the die carrier connecting pipe are strain connecting holes; the strain connecting holes are general round holes with equal module hole center distances; the modulus of the hole center distance is 50mm or 100mm, and the hole diameter is 12 mm;
the long holes on the side walls of the outer frame pipe and the outer frame vertical pipe are strain containing holes; the strain packaging holes are general long holes with equal modulus hole center distances, and the hole length of each long hole is not less than the sum of one-half hole center distance and hole width; the modulus of the center distance of the long hole is 100 mm; the slot gauge includes 66mm by 16 mm.
The long hole type of the L-shaped groove code, the T-shaped groove code and the container code is equal to that of the strain container hole, so that fine adjustment connecting holes are formed.
Referring to fig. 25 and 16, in a formwork system formed by applying the strain containment structure formwork, the upper surfaces of the outer plate bottom frame, the inner frame pipe 21 and the inner frame connecting pipe 22 integrally form a plate bottom formwork positioning surface, and a plate bottom formwork is positioned; the outer side surfaces around the outer frame at the bottom of the plate and the outer frame at the bottom of the beam integrally form a positioning surface of a side template of the structure beam, a column and a wall, and the side template of the wall, the beam and the column is positioned.
The template consists of a panel and a plate rib on the back of the panel; the panel comprises one or more than two combined panels of wood panels, plastic panels and metal panels with equal thickness, and the plate ribs comprise one or more than two combined plate ribs of wood squares, plastic squares and square tubes with the same height; the template is clamped and fixed on the inner frame pipe 21 or/and the outer frame pipe 31 by plate ribs.
The template is a standard template with the length of 1.8m and 2.4 m; the template is a template which is installed after the assembly structure mold is installed to form an after-installation template; the template is a clamping and positioning template clamped and fixed on the inner frame and the outer frame of the die set; the plate bottom template is fixedly clamped on the inner frame support pipe or the inner frame connecting pipe to form an early-dismantling template; the strain containing holes of the outer frame pipes are internally provided with through screw rods to form an outer frame pipe clamping template.
A construction method of the formwork system comprises the following specific steps:
firstly, positioning the spatial position of the die carrier 1 on the working surface and installing the die carrier.
And step two, assembling the inner frame 2 of the die carrier at the top of the die carrier 1.
And step three, connecting the periphery of the inner frame of the die set with the outer frame 3 of the die set through the inner frame connecting pipe.
And step four, selecting to continuously install components such as the beam bottom outer frame, the assembly weight 4, the outer frame vertical pipe 34, the beam bottom template positioning pipe 7 and the like according to different template systems.
And step five, correspondingly connecting templates 8 such as wall templates, beam templates, column templates and the like.

Claims (13)

1.一种应变集装结构模，其特征在于：1. A strain manifold structure mould is characterized in that: 所述集装结构模由模架（1）、模架内框（2）、模架外框（3）应变集装构成；The container structure mold is composed of a mold base (1), an inner frame of the mold base (2), and an outer frame of the mold base (3) strain assembly; 所述模架（1）架立在工作面上；在所述模架（1）顶部集装有模架内框（2）；在所述模架内框（2）外周集装有模架外框（3）；The mold base (1) is erected on the working surface; a mold base inner frame (2) is assembled on the top of the mold base (1); and a mold base is assembled on the outer periphery of the mold base inner frame (2) outer frame(3); 所述模架外框（3）是由外框管（31）应变集装构成；The outer frame (3) of the formwork is constituted by the outer frame tube (31) strain assembly; 所述外框管（31）是由内外侧壁带有长孔的矩形管构成；两个或两个 以上外框管水平直接形成外边框；两对外边框角接形成模架外框；The outer frame tube (31) is composed of a rectangular tube with long holes in the inner and outer side walls; two or more outer frame tubes horizontally directly form an outer frame; two outer frame tubes are corner-joined to form a mold frame outer frame; 所述模架外框竖向定位在结构板底，形成板底外框；The outer frame of the formwork is vertically positioned at the bottom of the structural plate to form the outer frame of the plate bottom; 所述模架外框竖向定位在结构梁底，形成梁底外框；The outer frame of the formwork is vertically positioned at the bottom of the structural beam to form an outer frame at the bottom of the beam; 所述模架内框（2）是由内框管（21）应变集装构成；至少两对平行内框管垂直铰接在模架两对对应的模架立管集装节（111）或插接立管集装节（114）上，形成模架内框；The inner frame (2) of the mould frame is constituted by a strain assembly of inner frame tubes (21); at least two pairs of parallel inner frame tubes are vertically hinged on two pairs of corresponding mould frame riser tube assemblies (111) or inserts. Connected to the riser assembly section (114) to form the inner frame of the mold frame; 在所述模架内框四周外向的集装节上还分别铰接有内框连管（22）；所述内框连管（22）为一端侧壁带有圆孔、另一端侧壁带有圆孔或长孔的矩形管；Inner frame connecting pipes (22) are hinged on the outward-facing manifold sections around the inner frame of the mold frame respectively; the inner frame connecting pipes (22) are provided with a round hole on one side wall of the mold frame, and a side wall with a circular hole on the other end side wall. Rectangular tubes with round or long holes; 所述模架外框（3）带有外框立管（34）。The outer frame (3) of the formwork is provided with an outer frame riser (34). 2.根据权利要求1所述应变集装结构模，其特征在于：2. The strain manifold structure mold according to claim 1, characterized in that: 所述模架（1）是由模架立管（11）、模架连管（12）集装构成；The formwork (1) is composed of formwork risers (11) and formwork connecting pipes (12) assembled together; 所述模架立管（11）是上下两端侧壁带有卡销孔的的外套方管（112），且上下两端带有模架立管集装节（111）；The formwork standpipe (11) is an outer square pipe (112) with bayonet holes on the side walls at the upper and lower ends, and a formwork standpipe assembly section (111) at the upper and lower ends; 所述模架立管集装节（111）包括外套方管管段，在所述方管管段四侧壁分别带有模架夹板接头；The formwork riser assembly section (111) includes an outer square pipe section, and four side walls of the square pipe section are respectively provided with formwork splint joints; 所述模架夹板接头是U形接头，包括一对相互间隔的、中部带有卡销孔的竖耳板以及在竖耳板下部的横耳板；The mold base splint joint is a U-shaped joint, comprising a pair of vertical lugs with bayonet holes in the middle and a horizontal lug at the lower part of the vertical lugs; 所述模架立管集装节（111）焊固在外套方管（112）上时，形成焊固集装节；When the formwork riser assembly section (111) is welded and fixed on the outer square tube (112), a welded and fixed assembly section is formed; 所述模架立管（11）的下端的集装节下端带有固定螺母，并旋固有带有地脚的下端螺杆；The lower end of the assembly section of the lower end of the formwork riser (11) is provided with a fixing nut, and a lower end screw with an anchor is screwed; 所述模架连管（12）由两端侧面带有卡销孔的矩形管形成；The formwork connecting pipe (12) is formed by a rectangular pipe with bayonet holes on the sides at both ends; 至少一对模架立管（11）与一对模架连管（12）以卡销（13）铰接形成架框；At least a pair of formwork stand pipes (11) and a pair of formwork connecting pipes (12) are hingedly connected by bayonet pins (13) to form a frame; 至少一对架框与两对模架连管（12）以卡销（13）铰接形成模架。At least one pair of frame frames and two pairs of formwork connecting pipes (12) are hingedly connected with bayonet pins (13) to form a formwork. 3.根据权利要求2所述应变集装结构模，其特征在于：3. The strain manifold structure mold according to claim 2, characterized in that: 所述模架立管（11）的上端带有插接立管（113）；The upper end of the formwork standpipe (11) is provided with a plug standpipe (113); 所述插接立管（113）由外壁对应外套方管（112）内壁的方管构成；The plug-in riser (113) is composed of a square tube whose outer wall corresponds to the inner wall of the outer square tube (112); 在所述插接立管内外侧壁按照间距带有卡销孔，在所述插接立管上端或/和中部带有插接立管集装节（114）；The inner and outer sidewalls of the plug-in riser are provided with bayonet holes according to the spacing, and the plug-in riser is provided with a plug-in riser manifold section (114) at the upper end or/and the middle of the plug-in riser; 所述插接立管集装节（114）包括外套方管管段，在所述方管管段四侧壁分别带有插接立管接头；The plug-in riser manifold (114) includes an outer square pipe section, and four side walls of the square pipe section are respectively provided with plug-in riser joints; 所述插接立管接头是倒U形接头，包括一对相互间隔的、中部带有卡销孔的竖耳板以及在竖耳板上部的横耳板。The plug-in vertical pipe joint is an inverted U-shaped joint, and includes a pair of vertical lugs spaced apart from each other with a bayonet hole in the middle and a horizontal lug plate on the upper part of the vertical lug. 4.根据权利要求1所述应变集装结构模，其特征在于：4. The strain manifold structure mold according to claim 1, characterized in that: 所述模架外框为板底外框时，还包括由内壁贴合在外框管外壁的槽钢构成的L槽码（32）；所述L槽码（32）为带有一对垂直的肢槽的角接槽码，且在每个肢槽的腹板上带有至少一个长孔；When the outer frame of the mold frame is the outer frame of the plate bottom, it also includes an L-slot code (32) composed of channel steel whose inner wall is attached to the outer wall of the outer frame tube; the L-slot code (32) is provided with a pair of vertical limbs. Fillet slot codes for slots with at least one slotted hole in the web of each leg slot; 在所述L槽码的长孔内分别插设有T形螺栓；T-shaped bolts are respectively inserted in the long holes of the L-slot code; 一对所述外边框分别以端部卡固在同一L槽码的垂直肢槽内，并以T形螺栓压固形成外边框角接；A pair of the outer frames are respectively clamped in the vertical limb grooves of the same L-slot code with their ends, and are pressed and fastened with T-shaped bolts to form corner joints of the outer frames; 所述L槽码（32）的肢槽开口方向向外或者开口方向向下。The opening direction of the limb groove of the L-slot code (32) is outward or the opening direction is downward. 5.根据权利要求1所述应变集装结构模，其特征在于：5. The strain assembly mold according to claim 1, characterized in that: 所述模架外框为板底外框时，还包括由内壁贴合在外框管外壁的槽钢构成的T槽码（33）；所述T槽码（33）为带有一对直接的肢槽和一个垂直的肢槽的三接槽码，且在每个肢槽腹板上或/和翼板上带有至少一个长孔；在所述T槽码的长孔内分别插设有T形螺栓；When the outer frame of the mold frame is the outer frame of the plate bottom, it also includes a T-slot code (33) composed of channel steel whose inner wall is attached to the outer wall of the outer frame tube; the T-slot code (33) is provided with a pair of direct legs. A three-joint slot code with a slot and a vertical limb slot, and at least one long hole is provided on the web or/and the wing plate of each limb slot; T is respectively inserted in the long hole of the T slot code shaped bolt; 一对所述外框管分别以端部卡固在同一T槽码一对直接肢槽内，并以T形螺栓压固形成外框管直接，所述内框连管（22）以端部卡固在所述T槽码的垂直肢槽内，并以对穿螺栓压固，形成与外框管角接；A pair of the outer frame tubes are respectively clamped in the same T-slot code and a pair of direct limb grooves at their ends, and are pressed and fastened with T-shaped bolts to form the outer frame tubes. It is clamped in the vertical limb groove of the T-slot code, and is pressed and fixed with opposite bolts to form a corner connection with the outer frame tube; 所述T槽码（33）的肢槽开口方向向外或者开口方向向下。The opening direction of the limb groove of the T-slot code (33) is outward or the opening direction is downward. 6.根据权利要求4或5所述应变集装结构模，其特征在于：6. The strain assembly mold according to claim 4 or 5, characterized in that: 所述模架外框（3）由板底外框和梁底外框上下同接构成，还包括集装码（4）；The outer frame (3) of the formwork is constituted by the outer frame of the plate bottom and the outer frame of the beam bottom being connected together up and down, and also includes a container code (4); 所述集装码（4）是由一对角码（41）构成，所述角码的两个垂直翼缘以上下间隔分别排列有横向或竖向长孔，所述一对角码中的一对翼缘间隔对应形成对夹翼缘（42），另一对翼缘同面相列形成同面翼缘（43）；其中对夹翼缘的长孔内带有对穿压固螺栓（6），同面翼缘的长孔内带有T形螺栓（5）；The container code (4) is composed of a pair of corner yards (41), and two vertical flanges of the corner yards are respectively arranged with horizontal or vertical long holes at upper and lower intervals. A pair of flanges are spaced apart to form a pair of flanges (42), and the other pair of flanges are arranged on the same plane to form a same-face flange (43); wherein the long holes of the pair of flanges are provided with opposite through-pressing bolts (6). ), with T-bolts (5) in the long holes of the same flange; 一对所述外框管（31）分别以端部贴固在集装码同面翼缘（43）上，并以T形螺栓形成压固直接；A pair of the outer frame tubes (31) are respectively attached to the flanges (43) on the same surface of the container code at their ends, and are directly pressed with T-shaped bolts; 所述内框连管（22）以外端夹固在集装码的对夹翼缘（42）内，并以对穿压固螺栓（6）形成铰接；The outer end of the inner frame connecting pipe (22) is clamped in the clamping flange (42) of the container code, and is hinged with the opposite pressing bolt (6); 所述板底外框、梁底外框上下间隔集装在共同集装码上，形成同接。The outer frame of the plate bottom and the outer frame of the beam bottom are assembled on a common assembly code at intervals up and down to form a common connection. 7.根据权利要求6所述应变集装结构模，其特征在于：7. The strain assembly mold according to claim 6, characterized in that: 所述外框立管是下端带有调节螺杆、且内外侧壁或/和左右侧壁带有竖向长孔的矩形管；所述外框立管、外框管以侧壁相互贴合，并以T形螺栓形成压固连接。The outer frame riser is a rectangular tube with an adjusting screw at the lower end and vertical long holes on the inner and outer side walls or/and the left and right side walls; the outer frame riser and the outer frame pipe are attached to each other by the side walls, And form a compression connection with T-bolts. 8.根据权利要求6所述应变集装结构模，其特征在于：8. The strain manifold structure mold according to claim 6, characterized in that: 所述梁底外框以下表面托固在模架连管（12）上；The lower surface of the outer frame of the beam bottom is supported and fixed on the formwork connecting pipe (12); 所述集装码（4）以对夹翼缘（42）夹固在所述模架连管（12）上；The container code (4) is clamped on the formwork connecting pipe (12) with a clip flange (42); 在所述集装码的对夹翼缘内还夹固有梁底模板定位管（7）。A beam bottom formwork positioning tube (7) is also clamped in the clamping flange of the container code. 9.根据权利要求8所述应变集装结构模，其特征在于：9. The strain manifold structure mold according to claim 8, characterized in that: 所述模架立管是横截面边长为50mm、壁厚不小于3mm、管长为1.5米或1.8m标准立管；The formwork standpipe is a standard standpipe with a cross-sectional side length of 50mm, a wall thickness of not less than 3mm, and a pipe length of 1.5m or 1.8m; 所述标准立管构成1.5m或1.8m标准跨距；The standard riser constitutes a standard span of 1.5m or 1.8m; 所述模架连管、内框管、外框管由对应标准跨距的标准管构成，所述标准管边长为60mm×40mm、壁厚大于3mm；The formwork connecting pipe, the inner frame pipe and the outer frame pipe are composed of standard pipes corresponding to standard spans, and the side length of the standard pipes is 60mm×40mm, and the wall thickness is greater than 3mm; 所述内框连管、外框管还包括长度在600mm～1200mm之间的应变管。The inner frame connecting tube and the outer frame tube also include strain tubes with lengths between 600 mm and 1200 mm. 10.根据权利要求9所述应变集装结构模，其特征在于：10. The strain assembly mold according to claim 9, characterized in that: 所述内框管、模架连管侧壁圆孔为应变连接孔；所述应变连接孔是等模数孔心距的通用圆孔；所述孔心距模数为50mm或100mm，孔径为12mm；The circular holes on the side walls of the inner frame pipe and the formwork connecting pipe are strain connection holes; the strain connection holes are general circular holes with an equal modulus hole center distance; the hole center distance modulus is 50mm or 100mm, and the aperture is 12mm; 所述外框管、外框立管侧壁上的长孔为应变集装孔；所述应变集装孔是等模数孔心距的通用长孔，所述长孔的孔长不小于二分之一孔心距及孔宽之和；所述长孔孔心距模数为100mm；长孔规格包括66mm×16mm；The long holes on the side walls of the outer frame tube and the outer frame riser are strain assembly holes; the strain assembly holes are general long holes with equal modulus hole center distance, and the hole length of the long holes is not less than two One-half the sum of the hole center distance and the hole width; the modulus of the long hole center distance is 100mm; the long hole specifications include 66mm×16mm; 所述L槽码、T槽码、集装码的长孔孔型与应变集装孔等同，形成微调连接孔。The elongated hole type of the L-slot code, the T-slot code, and the container code is the same as the strain container hole, forming a fine-tuning connection hole. 11.一种应用权利要求4至10任意一项所述应变集装结构模构成的模板系统，其特征在于：11. A formwork system formed by applying the strain manifold structure mould described in any one of claims 4 to 10, wherein: 所述板底外框、内框管（21）、内框连管（22）的上表面整体构成板底模板定位面，并定位有板底模板；The upper surfaces of the outer frame of the plate bottom, the inner frame pipe (21), and the inner frame connecting pipe (22) integrally form the plate bottom template positioning surface, and the plate bottom template is positioned; 所述板底外框、梁底外框的四周外侧面，整体构成结构梁、柱、墙侧模板定位面，并定位有墙、梁、柱侧模板。The surrounding outer sides of the outer frame of the plate bottom and the outer frame of the beam bottom integrally constitute the positioning surfaces of structural beams, columns and wall side formwork, and are positioned with wall, beam and column side formwork. 12.根据权利要求11所述模板系统，其特征在于：12. The template system according to claim 11, wherein: 所述模板由面板和面板背面的板肋构成；所述面板包括等厚度木质、塑质、金属面板其中之一或两种以上组合面板，所述板肋包括同高度木方、塑方、方管其中之一或两种以上组合板肋；所述模板以板肋卡固在内框管或/和外框管（31）上。The formwork is composed of a panel and a rib on the back of the panel; the panel includes one or more combination panels of equal-thickness wood, plastic, and metal panels, and the rib includes wood, plastic, and square panels of the same height. One or two or more of the pipes are combined with plate ribs; the template is clamped on the inner frame pipe or/and the outer frame pipe (31) by the plate ribs. 13.根据权利要求12所述模板系统，其特征在于：13. The template system according to claim 12, wherein: 所述模板是长度为1.8m、2.4m的标准模板；The template is a standard template with a length of 1.8m and 2.4m; 所述模板为在集装结构模安装以后再安装的模板，形成后装模板；The template is a template that is installed after the assembly structure mold is installed, forming a post-installation template; 所述模板为卡固在所述模架内框、模架外框上的卡固定位模板；The template is a clamping-fixing template that is clamped on the inner frame of the mold base and the outer frame of the mold base; 所述板 底模板卡固在所述内框托管或内框连管上形成早拆模板；The plate bottom formwork is fastened on the inner frame hosting or the inner frame connecting pipe to form an early dismantling formwork; 所述外框管的应变集装孔内带有对穿螺杆，形成以外框管夹固模板。The strain assembly hole of the outer frame tube is provided with an opposite screw rod to form a clamping template for the outer frame tube.
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