CN211369521U

CN211369521U - Concrete building frame template system

Info

Publication number: CN211369521U
Application number: CN201920606628.4U
Authority: CN
Inventors: 陈永德; 叶健
Original assignee: Zhejiang Zhongyi Building Material Technology Co ltd
Current assignee: Zhejiang Zhongyi Building Material Technology Co ltd
Priority date: 2019-02-15
Filing date: 2019-04-29
Publication date: 2020-08-28
Anticipated expiration: 2029-04-29
Also published as: CN109972837A; CN111576854A; CN110388047A; CN210798275U; CN110206296A; CN211369520U; CN210289114U; CN110206295A; CN110158947A; CN110080519A; CN210918210U

Abstract

The utility model relates to the technical field of concrete pouring templates in building engineering, in particular to a concrete building frame template system, which comprises an outer wall wood frame template and an inner wall wood frame template, wherein a sleeve pipe with a limited distance is arranged between the outer wall wood frame template and the inner wall wood frame template; the wall outer wood frame template is assembled and fixed with the outer bearing plate with the upper and lower sides provided with the rods, the upper end of the wall inner wood frame template is assembled and fixed with the inner bearing plate with the rods at the lower sides, and the upper end of the inner bearing plate is abutted to the lower side of the end part of the floor bearing plate. The utility model discloses the wooden frame template can be in factory design, processing, then transport to the scene and carry out the template and assemble, and convenient the dismantlement moreover uses bearing structure to reduce, whole building room only need 2-3 cover templates can, assemble high-speed utilization rate, can greatly reduced engineering construction cost.

Description

Concrete building frame template system

Technical Field

The invention relates to the technical field of concrete pouring formworks in constructional engineering, in particular to a concrete building frame formwork system.

Background

The common templates in the cast-in-place concrete structure in the prior building field comprise a steel aluminum template and a traditional wood template, and the two templates respectively have advantages and disadvantages.

The steel-aluminum template has the advantages of high strength, tight assembly, difficult deformation, rigid external corner and the like, but is greatly limited in application due to the defects of heavy weight, high cost, small correction space and the like. The traditional wood formwork is flexibly assembled and assembled in site processing and building, is convenient to correct, is low in cost, and can be widely applied when the requirement on the construction period is low and the labor cost is low, but the construction requirements can not be met more and more by the complex formwork and the low construction efficiency of the traditional wood formwork along with the continuous increase of labor cost and the continuous compression of the construction period.

Replace traditional plank sheathing through the plank sheathing, it is fixed to step up through anchor clamps when the concatenation for the concatenation of plank sheathing is comparatively convenient, easily preparation, modification moreover, and is with low costs, and nevertheless this template is built and is the holistic template of building, needs various types of template cooperation, consequently, an urgent need for one kind can be built fast, the template system of the cast-in-place building of concrete of conveniently demolising.

Disclosure of Invention

The invention aims to provide a concrete building frame template system, and the bearing plate can be designed and processed in a factory on the premise of low material cost, can be assembled into a template room in advance, is convenient to disassemble, is high in assembling speed and utilization rate, and can greatly reduce the engineering construction cost.

The purpose of the invention is realized by the following technical scheme:

the concrete building frame template system comprises an outer wall wood frame template and an inner wall wood frame template, wherein the outer wall wood frame template and the inner wall wood frame template comprise a plurality of left and right clamps which are fixedly assembled, the periphery of the back of the outer wall wood frame template and the periphery of the inner wall wood frame template are fixedly provided with bars, a sleeve pipe with a limited distance is arranged between the outer wall wood frame template and the inner wall wood frame template, and a fastener penetrates through the sleeve pipe to fasten back ridges which are arranged on two sides of the outer wall wood frame template and the two sides of the inner wall wood frame template oppositely;

the wall outer wood frame template is assembled and fixed with outer bearing plates provided with rods at the upper and lower sides, the upper end of the wall inner wood frame template is assembled and fixed with inner bearing plates provided with rods at the lower sides, and the upper ends of the inner bearing plates are abutted against the lower sides of the end parts of the floor bearing plates;

the corresponding splicing bars are respectively provided with a combining part and a matching part which are mutually matched and positioned, and the bars are clamped and fixed through a clamp.

Preferably, the wood frame plate comprises a plate A with the width of 120-280 mm and a plate B with the width of 210-1200 mm, and the plate A is provided with a plurality of through holes through which the fasteners penetrate.

Preferably, the upper edge part and the lower edge part of the inner bearing plate are respectively and transversely fixedly provided with a first rod and a second rod, the lower side of the second rod is provided with a second joint part, the second joint part is provided with a second boss protruding downwards, and the second boss is close to one side of the plate or is far away from one side of the plate and forms a Z-shaped splicing seam with the rod matched with the inner wood frame template at the upper end of the inner wood frame template.

Preferably, the inner bearing plate is provided with a supporting plate device, the supporting plate device comprises a supporting plate seat fixed on the second rod or fixed on a supporting bar arranged between the first rod and the second rod, the supporting plate seat is connected with an ejector rod protruding out of the lower end of the second rod and arranged opposite to the second boss, the ejector rod and the second boss are matched and limited during assembly, the ejector rod is hinged with the supporting plate seat or provided with a wedge-shaped part, and the wedge-shaped part is embedded into the supporting plate seat and limited.

Preferably, the second bar is provided with a slot, the bolt passes through the slot to be in threaded connection with the nut, the nut has a part protruding out of the end edge of the second bar or the end edge of the plate, or the bolt passes through the nut to be tightly sleeved on the stop member on the bolt in a matched and fastened manner, the stop member has a part protruding out of the end edge of the second bar or the plate, and the nut or the stop member is matched with the second boss for limiting.

As preferred, including beam formwork spare, beam formwork spare includes beam formwork spare and the beam side form board of assembling with beam formwork spare both sides, this beam formwork spare and beam side form board respectively including be used for with concreting contact the front and with the front relative back, the fixed beam bottom pole strip that is provided with in back both sides limit position of beam formwork spare, the fixed lower pole strip that is provided with of beam side form board back downside limit portion, beam formwork spare both sides portion beam bottom pole strip respectively with the concatenation of lower pole strip clamping.

Preferably, the beam bottom bar is provided with a beam bottom combining part, the lower bar is provided with a lower matching part matched with the beam bottom combining part, and the beam bottom combining part is matched and positioned with the lower matching part.

Preferably, the lower bar protrudes from an end of the beam-side formwork or the bottom bar protrudes from an end of the beam-side formwork, and the end of the beam-side formwork abuts against the lower bar or the bottom bar.

Preferably, including the building carrier plate, building carrier plate top can be dismantled and be connected with the steel bar truss, and building carrier plate below is fixed and is provided with the tip pole, the tip pole is located the both ends of the building carrier plate on the steel bar truss length direction, the tip pole with interior pole or the cooperation concatenation of roof beam side form board upper portion pole of accepting the board upper end.

Preferably, the end bar and the bar at the upper end of the inner bearing plate or the bar at the upper part of the beam side template are respectively and fixedly provided with a clamping plate at the same side, and the clamp clamps the two clamping plates to position and fix the inner bearing plate and the floor bearing plate.

Compared with the prior art, the invention has the following beneficial effects:

1. the wood frame template can be designed and processed in a factory, a template house can be assembled in advance, the wood frame plates are adjusted and then transported to the site for template assembly, the disassembly is convenient, the use of the supporting structure is reduced, only 2-3 templates are needed for the whole building house, the assembly speed is high, the utilization rate is high, and the engineering construction cost can be greatly reduced.

2. According to the invention, by designing the plate A, B, holes are only punched on a narrower plate when the back edge is installed, so that the damage of the whole plate is less, and the damage rate of the plate is reduced.

3. According to the invention, the second boss is arranged on the inner bearing plate and is assembled with the wall inner wood frame plate to form a Z-shaped assembling joint, so that the inner bearing plate or the wall inner wood frame template can be conveniently detached, and the detached template can be used for superstructure.

4. The invention limits the splicing relative position of the inner bearing plate and the wall inner wood frame template through the supporting plate device, so that the contact surface between the spliced plate structure and concrete is relatively flat.

5. The invention fixes the relative position of the splicing of the inner bearing plate and the wall inner wood frame template through the bolt, is simple and convenient, and can not influence the concrete wall even if the nut piece is left in the concrete wall.

6. The matching use of the wooden frame beam template and the wooden frame template enables the beam structure to be assembled quickly and conveniently, and improves the overall working efficiency.

7. The beam bottom combining part and the lower matching part of the wood frame beam template are processed in a factory, the processing precision is guaranteed, and the beam bottom combining part and the lower matching part are accurately and quickly matched and positioned, so that the beam template is quickly assembled like building blocks.

8. According to the invention, the lower rod strips protrude or the beam bottom rod strips protrude out of the beam side template to form a supporting effect on the bottom end face of the beam side template, and the force borne by the side template is directly transmitted to the lower rod strips or the beam bottom rod strips, so that the acting force for fixing the lower rod strips and the back face of the beam side template is reduced, and the connection of the lower rod strips is more stable.

9. The end bar arranged on the floor support plate is convenient to be bottled, positioned and fixed with a beam template or a wall template, so that the assembly gap and the dislocation are small, and the arrangement of a support structure can be reduced.

10. The invention is provided with the clamping plate, the clamping plate is clamped and fixed through a common woodworking clamp, and then the floor bearing plate and the inner bearing plate or the beam side template are positioned and fixed, the clamping plate has simple structure, can be arranged at intervals or continuously to form a lath shape, and the lath-shaped clamping plate can play a role in reinforcing the end rod strip

Drawings

FIG. 1 is a schematic view of a panel B provided with stays;

FIG. 2 is a perspective view of a plate B provided with stays;

FIG. 3 is a sectional view taken along line A-A of FIG. 1;

FIG. 4 is a schematic structural view of a plate A;

FIG. 5 is a perspective view of a plate A;

fig. 6 is a front view of the plate member C;

fig. 7 is a schematic perspective view of a plate C;

FIG. 8 is a schematic view of a wall structure formed by splicing wood frame templates;

FIG. 9 is a sectional view taken along line D-D of FIG. 8;

FIG. 10 is a cross-sectional view taken along line C-C of FIG. 8;

FIG. 11 is a schematic view of three types of pallet means in cooperation with a plate member;

FIG. 12 is a schematic view of a pallet arrangement;

FIG. 13 is a schematic view of a wood frame formwork and inner and outer bearing plate pallet assembly;

FIG. 14 is a sectional view of a wooden form with inner and outer bearing plates;

FIG. 15 is another sectional view of the wooden form with the inner and outer bearing plates;

FIG. 16 is a schematic view of a wooden frame formwork assembled to form a wall formwork;

FIG. 17 is a side view of the wooden frame forms being assembled to form a wall form;

FIG. 18 is a schematic view of a reentrant panel construction;

FIG. 19 is a schematic cross-sectional view of a reentrant panel member;

FIG. 20 is a schematic view of the combination of the wood frame formwork with the back edge;

FIG. 21 is a sectional view taken along line E-E in FIG. 20;

FIG. 22 is a schematic diagram of a template building structure of a wooden frame of a sample house;

FIG. 23 is a schematic illustration of a beam sideform configuration;

FIG. 24 is a schematic perspective view of a two-sided template;

FIG. 25 is a schematic perspective view of a bottom beam template;

FIG. 26 is a perspective view of a construction of a formwork building structure;

FIG. 27 is a schematic view of a three-dimensional structure of a wood frame formwork and a wood frame floor deck;

FIG. 28 is a schematic view of a construction of a wood frame floor deck;

fig. 29 is a side view of the wood frame floor deck of fig. 28;

FIG. 30 is a schematic bottom view of the wood frame decking of FIG. 28;

FIG. 31 is a sectional view of a wooden floor deck assembled with a wooden beam form;

FIG. 32 is a sectional view of another form of the wooden floor deck with wooden beam formwork;

FIG. 33 is a sectional view of the side member of the floor deck with wooden frame beams assembled together;

FIG. 34 is a schematic view of a clamp holding bar configuration.

In the figure: 1. a wood frame template; 11. the beam comprises plate members A, 12, plate members B, 13, plate members C, 14, beam bottom templates, 15, beam side templates, 100 and plate members; 101. a front side; 102. back, 200, bar, 201, groove, 202, bottom bar, 203, brace, 204, bolster, 205, foot form, 210, longitudinal bar, 211, first longitudinal bar, 212, second longitudinal bar, 220, transverse bar, 221, first transverse bar, 222, second transverse bar, 230, interface, 231, slot, 2311, first side, 2312, second side, 2313, bottom, 232, boss, 240, interface, 241, boss, 2411, first interface, 2412, second interface, 2413, top, 242, recessed platform, 300, internal gusset, 310, gusset, 320, angular longitudinal bar, 330, angular transverse support, 400, pallet means, 410, post, 411, pivot hole, 412, wedge, 413, link, 414, top bar, 415, diagonal support, 420, pallet seat, 421, pivot shaft, 422, receptacle, 500, dorsal bar, 510, 520. sleeve, 600, clamp, 610, clamp body, 620, clamp arm, 621, clamping table, 622, first clamping surface, 630, mounting arm, 631, slide hole, 632, first through hole, 640, slide block, 641, clamping head, 642, second clamping surface, 643, second through hole, 644, stop, 650, wedge, 110, wall exterior wood frame form, 111, exterior bearing plate, 120, wall interior wood frame form, 121, interior bearing plate, 7, the steel bar truss wood frame floor deck, 710, the floor deck, 720, the steel bar truss, 721, the upper chord steel bar, 722, the lower chord steel bar, 723, the web member steel bar, 724, the fastener, 725, the bolt, 726, the support rib, 730, the end bar, 731, the splint, 732, the riser, 740, the side bar, 141, the bottom bar, 1411, the bottom beam joint, 151, the lower bar, 1511, the first lower bar, 1512, the second lower bar, 1513, the lower matching part, 152 and the upper bar.

Detailed Description

For a further understanding of the invention, reference should be made to the following detailed description taken in conjunction with the accompanying drawings and examples. It is to be understood that the examples are illustrative of the invention and not limiting.

The concept of wood in the invention not only comprises solid wood, but also can be composite wood, namely, the natural structure of the wood material is artificially changed, and the wood material with certain physical property meeting the expected requirement is achieved. The composite board can be a reinforced composite wood, a solid wood composite material and the like, and can also be a PVC board, a bamboo wood board, a wood slag board and the like, which belong to the scope;

as shown in fig. 1 to 7, a wood frame formwork 1 includes a plurality of wood-based panels 100, the panels 100 include a front surface 101 and a back surface 102 opposite to each other, the front surface 101 contacts cast-in-place concrete when in use, and bars 200 are distributed around the back surface 102. The bar 200 includes a longitudinal bar 210 and a transverse bar 220, and serves to support and connect and position the panel 100. The transverse bars 220 are respectively disposed at the upper and lower ends of the plate member 100, and the longitudinal bars 210 are disposed at the left and right ends of the plate member 100. The transverse bars 220 are connected to, abutted against or spaced from the top and bottom of the longitudinal bars 210, and the longitudinal bars 210 and the transverse bars 220 form a frame-shaped structure. A stay 203 can be further arranged in the middle of the frame structure, the stay 203 can be transversely arranged or longitudinally arranged, a space is arranged between two sides of the stay 203 and the rods 200 arranged in parallel, and the upper end and the lower end of the stay 203 are respectively abutted against the rods 200 arranged by treatment.

The bar 200 and the plate 100 are preferably bonded together by glue, but the bar 200 may be formed by pressing together when the plate 100 is manufactured. The glue is the existing wood bonding glue. The rod member 200 and the plate member 100 are fixedly connected by glue, and are integrated, so that the structure is firm, and the cutting is convenient. In some embodiments, the bar 200 and plate 100 may also be fixedly attached by fasteners such as screws, bolts, and nails.

Vertical pole 210 is including being located the first vertical pole 211 and the vertical pole 212 of second of plate 100 both sides limit portion, first vertical pole 211 is equipped with joint portion 230 with adjacent 1 concatenation sides of wood frame template, and corresponding vertical pole 212 of second is equipped with and combines portion 230 complex cooperation portion 240, and about or the member of upper and lower on same plate 100 sets up joint portion and cooperation portion respectively, can conveniently splice, and the commonality is strong. Joint portion 230 and cooperation portion 240 respectively can with the corresponding cooperation portion 240 of adjacent wooden frame template 1 and the cooperation of joint portion 230, through the concatenation of pole 200 for the side of adjacent plate 100 can laminate completely, thereby ensures that the positive template plane that forms of plate 100 has sufficient roughness, and then the concatenation seam dislocation is less, and cast-in-place wall surface of building is smooth. Of course, in the splicing of the frame formworks 1, the connecting portions 230 may be provided on the bars 200 of one frame formwork 1, and the fitting portions 240 may be provided on the bars 200 of another adjacent frame formwork 1.

As shown in fig. 8-10, the specific structure of the combining portion 230 is preferably a slot 231 disposed on the outer side (the side in mating contact with the adjacent bar) of the bar 200, the slot 231 is a groove with a trapezoidal cross section and includes a first side 2311 and a second side 2312 opposite to each other, the first side 2311 and the second side 2312 are relatively inclined and have an open mouth shape, and a bottom 2313 is disposed between the first side 2311 and the second side 2312. The corresponding matching portion 240 includes a protrusion 241 matching with the slot 231, the protrusion 241 is a protrusion with a trapezoidal cross section, and includes a first matching surface 2411 and a second matching surface 2412 respectively matching with the first side surface 2311 and the second side surface 2312 in an abutting or contact manner, and a top surface 2413 having a gap with the bottom surface 2313 when the protrusion 241 matches with the slot 231. The insertion groove 231 and the protrusion 241 are respectively penetrated through the longitudinal ends of the side surface of the bar 200. Of course, the first side surface 2311, the second side surface 2312 and the bottom surface 2313 may be flat surfaces or circular arc surfaces, or a part of the first side surface 2311, the second side surface 2312 and the bottom surface 2313 may be circular arc surfaces, or a part of the first side surface 2411, the second side surface 2412 and the top surface 2413 may be circular arc surfaces or prismatic surfaces. The coupling portion 230 and the fitting portion 240 may include one or several insertion grooves 231 and protrusions 241, respectively.

As shown in fig. 11 to 12, it is further preferable that the coupling portion 230 is provided with a projection 232 at a side of the bar 200, and the fitting portion 240 is provided with a recess 242 to be fitted with the projection 232. The side of the bar 200 where the coupling part 230 or the fitting part 240 is provided is a plane, and a portion protruding from one side in the longitudinal direction of the plane is a corresponding concave portion recess 242 of the projection 232. The two bars 200 are spliced together by the matching of the boss 232 and the recess 242 to form a splice joint similar to a 'Z' shape, and after splicing, the movement of any one bar relative to the other bar in a transverse direction is limited. On the basis, in order to make the splicing gap of the plate member 100 smaller and avoid the gap, a supporting plate device 400 can be arranged at the side of the bar arrangement concave table 242, and the supporting plate device 400 is provided with a top rod 410 which is abutted against the bar 200 at the side of the boss 232 matched with the concave table 242 or abutted against the side of the backing plate 204. The backing plate 204 abuts against the bar 200 on the side of the boss 242 or covers the joint seam on one side of the two spliced bars 200. The blade device 400 includes a blade seat 420, and the blade seat 420 is fixed to the bar 200 or the stay 203. The lift pins 410 cooperate with the pallet base 420 to support the bars 200, reducing stagger. The matching form of the top rod 410 and the pallet seat 420 is various, including the mode of pin joint, insertion or welding, bolt and the like for fixed connection.

One form of the pivot-joint of the top rod 410 and the supporting plate seat 420 is: the supporting plate seat 420 is fixed on the rod 200 or the stay 203 through a bolt, the supporting plate seat 420 is provided with a pivot shaft 421 axially perpendicular to the plate 200, the push rod 410 is provided with a pivot hole 411 matched with the pivot shaft 421, and one end of the push rod 410 abuts against the rod 200 or the cushion plate 204 when rotating around a pivot part.

One form of the insertion fit of the top rod 410 and the supporting plate seat 420 is as follows: the supporting plate seat 420 is fixed on the bar 200 or the stay 203 through bolts, and is provided with a jack 422, the top rod 410 is provided with a wedge-shaped part 412, and the wedge-shaped part 412 is matched with the jack 422, so that the top rod 410 tightly pushes against the bar 200 or the backing plate 204. When the wedge-shaped part 412 is matched with the insertion hole 422, a clamping tongue matched with the clamping platform can be arranged for placing and slipping.

One form of the fixed connection between the top rod 410 and the supporting plate seat 420 is as follows: the ejector pin 410 comprises a connecting rod 413 and a jacking rod 414, wherein the connecting rod 413 and the jacking rod 414 are formed by right-angled plates or rods and comprise channel steel, C-shaped steel and the like which are cut or spliced. One end of the connecting rod 413 is connected with the supporting plate seat 420 in a welding mode, one end of the jacking rod 414 extends towards the splicing direction, and the jacking rod 414 and the bar 200 are directly provided with the backing plate 204, so that a supporting plate device 400 can be longer and a part of the supporting plate device can be spliced and have small staggered joints. And an inclined strut 415 is also arranged between the ejector rod 410 and the supporting plate seat 420. In some embodiments, the right-angled top bar 410 may also be hinged to the pallet base 420, the connecting rod 413 is hinged to the top support bar 414, and the diagonal brace 415 is hinged to the top bar 410 or the pallet base 420.

Of course, there are various forms of the matching part 240 and the combining part 230, including the above mentioned slot 231 and the protrusion 241, the boss 232 and the concave 242 with trapezoidal cross section, and may also include matching structures with saw tooth cross section, oval cross section or semicircular cross section.

The transverse bar 220 comprises a first transverse bar 221 arranged at an upper end and a second transverse bar 222 arranged at a lower end. In some embodiments, the first and second

transverse bars

221, 222 are provided with mating and

bonding portions

240, 230, respectively. Therefore, the plate members 100 of this type can be spliced up and down, so that the wooden frame formwork 1 can be spliced more conveniently.

When the wood frame template 1 is spliced left and right, the first longitudinal bar 211 and the adjacent second longitudinal bar 212 are correspondingly spliced, the two longitudinal bars 200 are clamped by the clamp, and the joint part 230 and the matching part 240 are matched, positioned and fixed, so that the dislocation and the gap between the two spliced plates 100 are small.

Similarly, when the wood frame formwork 1 is spliced up and down, the first transverse bar 221 and the second transverse bar 222 above are spliced, and the first transverse bar 221 and the second transverse bar 222 in the up-and-down position are clamped and fixed through the clamping device.

The gap formed by splicing the wood frame formwork 1 between the plate members 100 can be arranged between the two spliced longitudinal bars 210 or the two spliced transverse bars 220, or can be offset to one longitudinal bar 210 or one transverse bar 220.

As shown in fig. 18 and 19, when the wood frame formwork 1 is assembled to form a wall formwork, the corner or the protruding part and the recessed part are connected with the internal corner plate 300, and the internal corner plate 300 comprises a corner plate 310 which forms an included angle of less than 180 degrees, is generally a right angle, and a longitudinal rod 320 and a transverse corner support 330 which are positioned at the inner side (the side with the included angle of less than 180 degrees). The corner longitudinal rods 320 and the corner transverse supports 330 are adhesively or fixedly attached to the corner plate members 310, respectively, and support the corner plate members 310 in the longitudinal and transverse directions, respectively, to provide the desired strength and rigidity. Two longitudinal bars 210 and two transverse bars 220 are respectively adhered to the edge parts of the corner plate member 310, and the longitudinal bars 210 are provided with matching parts 240 or combining parts 230 or the two longitudinal bars 210 are respectively matching parts 240 and combining parts 230. Specifically, the gusset member 310 includes two panels 100 joined at an angle, typically 90 °, and the stay 203 is fixedly connected to the two panels 100 or to the edge of one of the panels 100 at the joint. The angle cross brace 330 has a corresponding angle, two bevel edges are respectively fixedly connected with the two templates, and a gap for placing the stay 203 is reserved at the top. The angular lateral supports 330 are provided in number at intervals.

As shown in fig. 22, when the external corner is assembled by the wood frame formwork 1, the external corner can be assembled by a designated external corner formwork, or two wood frame formworks 1 can be assembled in a right angle and fixed by a back ridge 500 structure. The bar 200 on one side of the external corner may present a protruding portion of the plate 100 where a junction or mating portion is formed toward the front of the plate 100 to mate with the bar 200 on the other side of the external corner. Of course, the bars at the external corners may also be offset or not in contact. The external corner template can be formed by pre-assembling and fixing the bars and the plates, and transverse and longitudinal corner fixing and supporting structures can be arranged at the corners of the external corner template.

When the wall external wood frame formwork and the wall internal wood frame formwork are assembled and installed in a large area, the wood frame formwork 1 needs to be fixedly clamped through back ridges 500 which are oppositely arranged on the side of the wall external wood frame formwork and the side of the wall internal wood frame formwork, the back ridges 500 on the two sides are connected through bolt rods 510, the bolt rods 510 penetrate through the oppositely arranged wood frame formwork 1, sleeve pipes 520 are arranged between the wood frame formworks, and the thickness of a poured concrete wall is limited by the sleeve pipes 520 abutting against the wood frame formworks 1.

As shown in fig. 16 to 17 for convenience of assembly and modular design, the bar 200 preferably has a cross section of a rectangular wood strip with a side length of 30mm to 70mm, the wood frame formwork 1 includes a plate a11 and a plate B12 with a height of 0.5m to 5m, the plate a11 has a width of 120mm to 280mm, both sides of the plate a11 are connected with the plate B12 in a splicing manner, and the connecting rod 520 penetrates through the plate a 11. The width of the plate B12 is 210mm-800mm, for example, the plate B12 comprises a conventional size of plate 200 with a width of 600mm, a brace 203 is longitudinally and fixedly arranged on the back of the plate 200 in the area enclosed by the bars 200, and the width of the non-conventional plate 200 is adjusted according to different wall width requirements, although the non-conventional plate 200 may or may not be provided with a brace.

The upper end of the wall outer wood frame template 1 is spliced and connected with a plate C13, the height of the plate C13 is 120mm-800mm, the width of the plate C13 is 0.5m-5m, and a plurality of supporting strips are fixedly arranged in the area surrounded by the rods 200 at intervals in the longitudinal direction. The wall outer wood frame template 1 is formed by splicing a plate A11 and a plate B12 into a wall surface template between each floor height, the templates of the thickness parts of the floor boards are spliced with the end parts of the plate A11 and the plate B12 through a plate C13, the wall outer wood frame template at one floor comprises a plate A11 and a plate B12, and the lower end and the upper end of the plate A11 and the plate B12 are respectively connected with a plate C13. The wall body and the floor or the beam can be poured simultaneously, after the cast-in-place wall body is maintained to meet the requirement, the plate C13 at the lower ends of the plate A11 and the plate B12 is firstly removed, then the plate A11 and the plate B12 are removed, the removed wood frame template 1 is used as a template of an upper floor for splicing and building, the turnover rate is sequentially and circularly improved, and the using amount of the wood frame template is reduced. The door and window openings of the poured wall are spliced by cutting the plate A11 and the plate B12 or the preset wooden frame template 1 with unconventional height.

As shown in fig. 12 to 15, in order to further adapt to the use of the wall interior wood frame formwork and the wall exterior wood frame formwork in combination, as a wood frame receiving plate, the plate member 100 of the wood frame receiving plate 13 includes a front surface for contacting with the cast concrete and a back surface opposite to the front surface, a first bar 131 and a second bar 132 are respectively transversely and fixedly disposed at an upper edge portion and a lower edge portion of the back surface of the plate member 100, a first engaging portion 1311 is disposed at an upper side of the first bar 131, a second engaging portion 1321 is disposed at a lower side of the second bar 132, the second engaging portion 1321 is provided with a second boss 1322 protruding downward, and the second boss 1322 is disposed at a side close to the plate member 100 or a side away from the plate member 100. The upper end and the lower end of the wood frame bearing plate 13 are connected with the outer wall wood frame formwork, when the second boss 1322 is close to one side of the plate 100, the outer wall wood frame formwork can be conveniently dismounted firstly after the wall body is poured, and on the contrary, when the second boss 1322 is far away from one side of the plate 100, the wood frame bearing plate 13 can be conveniently dismounted firstly after the wall body is solidified. As shown in fig. 16, when the lower end of the wood frame receiving plate 13 is spliced with the wood frame formwork in the wall and the upper end is spliced with the wood frame floor slab 700, the upper end of the first bar 131 abuts against the lower side of the floor slab 710, the first bar 131 opposite to the plate abuts against one side of the floor slab bar 730 fixed at the end of the wood frame floor slab 700, of course, the first bar and the floor slab bar are spliced so that the first combining portion 1311 can be a plane, and certainly, the slot 231 or the protrusion 241 can be provided for matching. The first coupling portion 1311 is provided with a slot 231 or a protrusion 241 or a boss 232, and the slot 231 or the protrusion 241 has a trapezoidal or tooth-shaped cross section. When the first coupling portion 1311 is provided with the boss 232, the boss 232 is preferably located at a side of the first bar 131 close to the plate 100, so that the receiving plate 13 is conveniently spliced with the floor support plate 700 with the floor support plate bar 730 at the end.

When the second projection 1322 is located at a side close to the plate, a joint surface 1323 parallel to the plate is provided at the side opposite to the plate of the second projection 1322, and the joint surface 1323 abuts against a matched template.

The pole of 1 upper end of wood frame template is inconsistent with the template tip of dismantling steel bar truss building carrier plate in the wall, and building carrier plate tip also can set up the sheet steel angle steel and bordure and make the reentrant corner of building carrier plate and wall body of pouring better. The first floor of the lower end of the wooden form 1 is generally provided with a foot form 205. As shown in fig. 27-33, the present invention relates to a steel bar truss wood frame floor deck, a side wood frame floor deck, and a splicing wood frame floor deck. The invention relates to a steel bar truss wood frame floor bearing plate which is respectively matched and connected with the end part of a wood frame template 1, therefore, in the present example, the steel bar truss floor bearing plate comprises a floor bearing plate 710, a steel bar truss 720 is detachably connected above the floor bearing plate 710, the detachable floor bearing plate 710 of the invention comprises various types of disclosed connecting modes of the floor bearing plate 710, wherein the connecting modes comprise Chinese patents which are previously applied by the applicant: a detachable connection mode of an assembly type steel bar truss floor support plate (application number: 2018201557073). The fixed tip pole 730 that is provided with in floor carrier plate 710 below, fixed the setting including multiple, like bolt-up connects, nail through various carpenters usefulness and together and integrative compression moulding etc. this embodiment adopts the glue for the carpenter to bond wooden class material together. The end bars 730 are positioned at two ends of the floor bearing plate 710 in the length direction of the steel bar truss 720, the end bars 730 are transversely arranged at the end of the floor bearing plate 710, the support ribs 726 can be arranged above the first bar 710 to connect the steel bar truss 720, so that the supporting force of the support ribs 726 falls on one side of the floor bearing plate 710 above the end bars 730, and therefore, a part of the supporting effect of the end bars 730 can be transmitted to the steel bar truss 720, and the supporting structure can effectively support and cannot damage the floor bearing plate 710.

The end bar 730 is arranged at the end of the floor bearing plate 710, a vertical plate 732 is arranged at one side of the end bar 730, one side of the vertical plate 732 is flush with the end of the floor bearing plate 710, and the vertical plate 732 and the floor bearing plate 720 are in contact to form a right-angle splice. The lower side of the end bar 730 is provided with a combining part 230, and the combining part 230 is connected with the bar 200 arranged at the top end of the wood frame template 1 on the inner side of the wall in a matching way. The combining part 230 is a slot 231 or a protrusion 241, and the slot 231 or the protrusion 241 has a trapezoidal or tooth-shaped cross section. The joint part can also comprise a boss 232 with a rectangular protruding cross section on one side of the bar, preferably, the joint part 230 protrudes on one side far away from the corresponding end part of the floor bearing plate 710 to form the boss 232, the corresponding side of the bar 200 on the top end of the wood frame template 1 in the wall matched with the boss 232 is concave to form a concave table 242, the matching and assembling of the boss 232 and the concave table 242 form a Z-shaped splicing seam, and the splicing is convenient to detach after the concrete is solidified. The coupling portion 230 of the end bar 730 is matingly engaged with the mating portion 240 of the bar 200 of the end of the corresponding interior wall framing formwork. The end bar 730 is provided with a clamping plate 731 on the side away from the end of the floor bearing plate, and a gap for placing the end of the clamp 600 is arranged between the clamping plate 731 and the floor bearing plate 710.

In another way of providing the end bars 730 on the deck 710 as shown in fig. 28-30, the deck 7 includes a steel truss 720 and fasteners 724 snap-connected to the steel truss 720, the fasteners 724 snap-connected to the lower-chord steel bars 722, respectively, and the lower-chord steel bars 722 are connected to the upper-chord steel bars 721 through the wavy web members 723. One end of a bolt 725 penetrates through the floor support plate 710 to be in threaded connection with the fastener 724, the screw 725 penetrates through the end bar 730, and the end bar 730 is spaced from the end of the floor support plate 710 to place the end of the formwork, namely, the space of the bar 200 at the upper end of the wood frame formwork 1. When the steel bar truss wood frame floor support plate 7 is placed into the opening defined by the wood frame template 1, the end bars 730 at the two ends of the steel bar truss wood frame floor support plate 7 are respectively abutted against the bars 200 at the upper end of the wood frame template 1, the bars 200 are abutted against the lower end of the floor support plate 710,

as shown in fig. 27 and 30, a side wood frame floor deck is required at the edge of the opening, and the side wood frame floor deck is provided with side bars 740 on the basis of the steel bar truss wood frame floor deck, wherein the side bars 740 are parallel to the steel bar truss 720. The side bars 740 are provided at the lower side thereof with engaging portions 230, and the engaging portions 230 are engaged with the end portions 240 of the side forms of the floor plate 710. The side bars 740 are provided with cleats 731 and risers 732, respectively.

A spliced wood frame floor bearing plate is needed when a complete opening template is spliced, the spliced wood frame floor bearing plate comprises a steel bar truss wood frame floor bearing plate and one or two side edge wood frame floor bearing plates, and the two floor bearing plates are spliced into a floor bearing plate with the periphery forming a wood frame by using bars.

Wooden frame beam formwork includes beam formwork spare 14 and the beam side form 15 of assembling with beam formwork spare 14, and this beam formwork spare 14 and beam side form 15 are including being used for respectively with the front of concreting contact and with the front relative back, and the fixed beam bottom pole strip 141 (bottom pole strip 202) that is provided with in back both sides limit position of beam formwork spare 14, the beam bottom pole strip 141 outside is equipped with beam bottom joint portion 1411, the fixed lower beam rod strip 151 that is provided with in beam side form 15 back lower side limit portion, lower beam strip 151 is provided with and cooperates portion 1513 under beam bottom joint portion 1411 matched with, beam formwork spare 14 both sides portion beam bottom pole strip 141 respectively with lower beam rod strip 151 clamping concatenation beam bottom joint portion 1411 cooperates the location with lower cooperation portion 1513.

As shown in fig. 34, the clamp 600 for connecting adjacent bars 200 comprises a clamp body 610, wherein one end of the clamp body 610 is provided with a protruding clamping arm 620, the other end is provided with a mounting arm 630, a clamping table 621 is arranged on the side of the clamping arm 620 opposite to the mounting arm 630, and a first clamping surface 622 is arranged on the clamping table 621. The mounting arm 630 is provided with a slide hole 631 axially perpendicular to the clamping arm 620, a slide block 640 is fittingly mounted in the slide hole 631, and the slide block 640 can slide in the slide hole 631 relative to the clamping arm 620. Of course, the sliding block 640 may be a pipe, a rod, or a block. One end of the sliding block 640 is provided with a clamping head 641, and the other end is provided with a boss-shaped or detachably mounted stop head 644. The clamping head 641 is provided with a second clamping surface 642 opposite the first clamping surface 622. The two clamping surfaces are relatively parallel and in the same line of travel as the slide 640. Preferably, the stop 644 and the clamping head 641 are interchangeable, and both can be used as a stop end boss for stopping the slider 640 from falling out of the slide hole 631, and can also be used as an interference part for clamping an intermediate object. The mounting arm 630 is provided with a first through hole 632 penetrating through the sliding hole 631, and the slider 640 is correspondingly provided with a second through hole 643 penetrating through the slider 640. When the clamp 600 is used, the first clamping surface 622 and the second clamping surface 642 abut against two sides of the two mating bars 200, the first through hole 632 and the second through hole 643 are staggered, and the wedge 650 partially penetrates through the first through hole 632 and the second through hole 643 to reduce the staggered parts of the two through holes, so that the slider 640 is pushed to move to clamp the two bars 200. The wedge 650 is a right angle wedge structure, and includes two right angle sides and a bevel side. The right-angled edge at the upper end of the wedge 650 is the hammering end. When the clamp 600 is used for clamping two bars 200, the groove 201 can be arranged on the bar 200 at the position where the first clamping surface 622 and the second clamping surface 642 contact the bar 200, and the groove 201 enables the clamping table 621 and the clamping head 641 to be partially trapped in the groove, so that the sliding of the clamp 600 is reduced, the accurate positioning is ensured, and the clamping is firm.

As shown in fig. 31-33, this concrete frame template system still includes beam form plate spare, and beam form plate spare includes beam form plate spare 14 and the beam side form 15 of assembling with beam form plate spare 14 both sides, and this beam form plate spare 14 and beam side form 15 are respectively including being used for with the front that concreting contacted and the back relative with the front, and the fixed beam bottom pole strip 141 that is provided with in back both sides limit position of beam form plate spare 14, the fixed lower side strip 151 that is provided with in beam side form 15 back lower side limit portion, beam form plate spare 14 both sides portion beam bottom pole strip 141 respectively with lower pole strip 151 clamping concatenation. The beam bottom bar 141 is provided with a beam bottom combining part 1411, the lower bar 151 is provided with a lower matching part 1513 matched with the beam bottom combining part 1411, and the beam bottom combining part 1411 is matched and positioned with the lower matching part 1513. The lower bar 151 protrudes from the end of the beam-side template 15 or the bottom bar 141 protrudes from the end of the beam-side template 15, and the end of the beam-side template 15 abuts against the lower bar 151 or the bottom bar 141.

This concrete building frame template system includes floor carrier plate 710, floor carrier plate 710 top can be dismantled and is connected with steel bar truss 720, and floor carrier plate 710 below is fixed and is provided with tip pole 730, tip pole 730 is located the both ends of the last floor carrier plate 710 of steel bar truss 720 length direction, tip pole 730 with interior pole or the 15 upper portion poles of roof beam side form board of accepting the board upper end cooperate the concatenation. The end bar 730 and the bar at the upper end of the inner bearing plate or the bar at the upper part of the beam side template 15 are respectively and fixedly provided with a clamping plate at the same side, and the clamp 60 clamps the two clamping plates to position and fix the inner bearing plate 121 and the floor bearing plate 710.

The wooden frame formwork 1 is applied to a beam formwork and comprises a beam bottom formwork 14 and a beam side formwork 15 at the bottom of a beam. The side of the bars 200 at the periphery of the beam bottom formwork 14 is provided with a joint part 230, and the bottom bars 202 at the bottom of the beam side formwork 15, which are matched with the bars 200 of the beam bottom formwork 14, protrude out of the plate part 100 of the beam side formwork 15. The bottom bar 202 is provided with a mating portion 240 on the front side facing the plate member 100. The beam bottom template 14 and the beam side template 15 are spliced in a matched mode, and the split joint is quick and small. Further, the lower ends of the bottom bars 202 are located at the same level as the lower ends of the beam bottom forms 14, so that the beam bottom forms 14 and the bottom bars 202 can be supported at the same time in the support structure of the beam bottom forms, and the support structure can be simplified.

As shown in fig. 23 to 26, a wood frame beam formwork comprises a wood rectangular beam formwork member 14 and a beam side formwork 15 assembled with the beam formwork member 14, wherein the beam formwork member 14 and the beam side formwork 15 respectively comprise a front surface for contacting with poured concrete and a back surface opposite to the front surface, two side edges of the back surface of the beam formwork member 14 are fixedly provided with a beam bottom bar 141 (bottom bar 202), a beam bottom combining part 1411 is arranged on the outer side of the beam bottom bar 141, a lower side edge of the back surface of the beam side formwork 15 is fixedly provided with a lower bar 151, the lower bar 151 is provided with a lower matching part 1513 matched with the beam bottom combining part 1411, the beam bottom bar 141 on two side parts of the beam formwork member 14 are respectively clamped and spliced with the lower bar 151, and the beam bottom combining part 1411 is matched and positioned with the lower matching part 1513.

The lower rod 151 protrudes out of the end of the beam-side template 15 to form a lower matching part 1513, and the end of the beam-side template part 14 is abutted against the beam-side template 15. The lower bars 151 include a first lower bar 1511 fixedly connected to the beam-side formwork and a second lower bar 1512 fixed to the lower side of the first lower bar, and the second lower bar 1512 is provided with a lower fitting portion 1513.

An upper bar 152 is fixedly arranged on the upper side of the side plate, and an upper combining part 1522 is arranged on the upper side of the upper bar 152. An upper clamping plate 1521 is arranged on one side of the upper rod bar 152 opposite to the beam side template.

A vertical stay is fixedly arranged between the upper rod 152 and the lower rod 151, and two ends of the vertical stay are respectively abutted against one side of the upper rod 152 and one side of the lower rod 151.

The beam bottom bar 141 protrudes out of the end of the beam side template 15 to form a beam bottom combining part 1411, and the end of the beam template part 14 is abutted against the beam side template 15.

The beam bottom combining part 1411 is provided with a slot 230 or a bump 240, the lower matching part 1513 is provided with a bump 240 or a slot 230, and the beam combining part 1411 and the lower matching part 1513 are spliced to form a slot and bump matching positioning structure.

The template house is formed by pre-designing and pre-assembling the plates, and a complete assembling model is formed in a factory to form a concrete building frame template system. Therefore, the system mainly comprises an outer wall wood frame template and an inner wall wood frame template, wherein the outer wall wood frame template 110 and the inner wall wood frame template 120 comprise a plurality of left and right clamps 60 which are fixedly assembled, and wood frame plate members 1 with bars fixedly arranged on the peripheral parts of the back surfaces, a sleeve 520 with a limited distance is arranged between the outer wall wood frame template 110 and the inner wall wood frame template 120, and a fastener 510 penetrates through the sleeve 520 to fasten back ridges 500 which are oppositely arranged on the two sides of the outer wall wood frame template 110 and the inner wall wood frame template 120;

the wall external wood frame template 110 is assembled and fixed with external bearing plates 111 with bars 200 at the upper and lower sides, the upper end of the wall internal wood frame template 120 is assembled and fixed with internal bearing plates 121 with bars at the lower two sides, and the upper end of the internal bearing plates 121 is abutted against the lower sides of the end parts of the floor bearing plates 710;

the corresponding splicing bars 200 are respectively provided with a combining part 230 and a matching part 240 which are mutually matched and positioned, and the bars 200 are clamped and fixed by the clamp 60. The wood frame plate 1 comprises a plate A11 with the width of 120-280 mm and a plate B12 with the width of 210-1200 mm, and the plate A11 is provided with a plurality of through holes through which fasteners penetrate. The upper edge part and the lower edge part of the inner bearing plate 121 are respectively and transversely fixedly provided with a first rod 131 and a second rod 132, the lower side of the second rod 132 is provided with a second joint part 1321, the second joint part 1321 is provided with a second boss 1322 protruding downwards, and the second boss 1322 is close to one side of the plate 100 or is far away from one side of the plate 100 and forms a Z-shaped seam with the rod matched with the inner wall wood frame template at the upper end of the inner wall wood frame template. The utility model provides a location of interior board is for interior board 121 is equipped with layer board device 400, layer board device 400 is including fixing on second pole 132 or fixing the layer board seat 420 on the stay that sets up between first pole 131 and the second pole 132, layer board seat 420 is connected with the ejector pin 410 of outstanding second pole 132 lower extreme and the relative setting of second boss 1322, and during the assembly, ejector pin 410 and second boss 1322 cooperate spacingly, ejector pin 410 with layer board seat 420 articulates or ejector pin 410 is equipped with wedge 412, wedge embedding layer board seat 420 is spacing. In another embodiment of the inner bearing plate, the second bar 132 has a slot, the bolt 440 passes through the slot to be screwed with the nut 441, the nut 441 has a portion protruding beyond the end edge of the second bar 132 or the end edge of the plate, or the bolt 440 passes through the nut 441 to be tightly fitted with a stopper 442 on the bolt 440, the stopper 442 has a portion protruding beyond the end edge of the second bar or the plate, and the nut 441 or the stopper 442 is engaged with the second projection 1322 to be limited.

Of course, the concrete building frame template system is assembled at the opening or the corner by using the internal corner wooden frame template, and the assembling efficiency is further improved.

The present invention and its embodiments have been described above schematically, without limitation, and what is shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, if the person skilled in the art receives the teaching, without departing from the spirit of the invention, the person skilled in the art shall not inventively design the similar structural modes and embodiments to the technical solution, but shall fall within the scope of the invention.

Claims

1. A concrete building frame formwork system is characterized by comprising a wall outer wood frame formwork and a wall inner wood frame formwork, wherein the wall outer wood frame formwork (110) and the wall inner wood frame formwork (120) comprise a plurality of left and right clamps (60) which are fixedly assembled, the periphery of the back side of each left and right clamp is fixedly provided with a wood frame formwork (1) with bars, a sleeve (520) for limiting the distance is arranged between the wall outer wood frame formwork (110) and the wall inner wood frame formwork (120), and a fastener (510) penetrates through the sleeve (520) to fasten back ridges (500) which are oppositely arranged at two sides of the wall outer wood frame formwork (110) and the wall inner wood frame formwork (120);

the wall external wood frame template (110) is assembled and fixed with an external bearing plate (111) provided with a bar (200) at the upper edge part and the lower edge part, the upper end of the wall internal wood frame template (120) is assembled and fixed with an internal bearing plate (121) provided with a bar at the lower edge part, and the upper end of the internal bearing plate (121) is abutted against the lower side of the end part of the floor bearing plate (710);

the corresponding splicing bars (200) are respectively provided with a combining part (230) and a matching part (240) which are matched and positioned with each other, and the bars (200) are clamped and fixed through a clamp (60).

2. The concrete and building frame formwork system according to claim 1, wherein the wood frame formwork (1) comprises a plate member A (11) with a width of 120-280 mm and a plate member B (12) with a width of 210-1200 mm, and the plate member A (11) is provided with a plurality of through holes through which the fasteners penetrate.

3. The concrete and civil frame formwork system according to claim 1, wherein the upper and lower portions of the inner bearing plate (121) are respectively provided with a first bar (131) and a second bar (132) in a transverse fixed manner, the lower side of the second bar (132) is provided with a second joint portion (1321), the second joint portion (1321) is provided with a second boss (1322) protruding downwards, and the second boss (1322) is close to one side of the plate member (100) or far from one side of the plate member (100) and forms a Z-like abutted seam with the bar at the upper end of the wall inner wood frame formwork in cooperation with the wall inner wood frame formwork.

4. The concrete and building frame formwork system according to claim 3, wherein the inner bearing plate (121) is provided with a supporting plate device (400), the supporting plate device (400) comprises a supporting plate seat (420) fixed on the second bar (132) or on a supporting bar arranged between the first bar (131) and the second bar (132), the supporting plate seat (420) is connected with an ejector rod (410) protruding out of the lower end of the second bar (132) and opposite to the second boss (1322), the ejector rod (410) is matched with the second boss (1322) for limiting during assembly, the ejector rod (410) is hinged with the supporting plate seat (420) or the ejector rod (410) is provided with a wedge-shaped part (412), and the wedge-shaped part is embedded into the supporting plate seat (420) for limiting.

5. The concrete frame formwork system according to claim 3, wherein the second bar (132) is provided with a slot through which a bolt member (440) is threaded to be coupled with a nut member (441), the nut member (441) has a portion protruding beyond an end edge of the second bar (132) or an end edge of the plate member, or the bolt member (440) is threaded to be coupled with the nut member (441) to fasten a stopper member (442) fitted around the bolt member (440), the stopper member (442) has a portion protruding beyond an end edge of the second bar or the plate member, and the nut member (441) or the stopper member (442) is fitted to be stopped with the second boss (1322).

6. The concrete building frame formwork system according to claim 1, comprising beam formwork members, wherein the beam formwork members comprise a beam bottom formwork member (14) and beam side formworks (15) assembled with two sides of the beam bottom formwork member (14), the beam bottom formwork member (14) and the beam side formworks (15) respectively comprise a front surface used for contacting with the cast concrete and a back surface opposite to the front surface, beam bottom bar strips (141) are fixedly arranged at the edge parts of two sides of the back surface of the beam bottom formwork member (14), lower side edge parts of the back surface of the beam side formworks (15) are fixedly provided with lower bar strips (151), the beam bottom bar strips (141) at two edge parts of the beam bottom formwork member (14) are respectively clamped and spliced with the lower bar strips (151).

7. Concrete and timber formwork system according to claim 6, wherein the sill bar (141) is provided with a sill engaging portion (1411), the lower bar (151) is provided with a lower engaging portion (1513) engaging with the sill engaging portion (1411), the sill engaging portion (1411) is positioned in engagement with the lower engaging portion (1513).

8. The concrete frame formwork system according to claim 7, wherein the lower pole (151) protrudes from an end of the sill-side form (15) or the sill-bar (141) protrudes from an end of the sill-side form (15), the end of the sill-side form (15) abutting against the lower pole (151) or the sill-bar (141).

9. The concrete building frame formwork system according to claim 6, comprising a floor deck (710), wherein a steel bar truss (720) is detachably connected above the floor deck (710), end bars (730) are fixedly arranged below the floor deck (710), the end bars (730) are positioned at two ends of the floor deck (710) in the length direction of the steel bar truss (720), and the end bars (730) are matched and spliced with bars at the upper end of the inner bearing plate or bars at the upper part of the beam side formwork (15).

10. A concrete frame formwork system as claimed in claim 9, wherein the end bars (730) are fixed with clamping plates on the same side of the bars at the upper end of the inner bearing plate or the bars at the upper part of the beam side formwork (15), and the clamps (60) clamp the two clamping plates to fix the inner bearing plate (121) and the floor bearing plate (710).