CN216042598U

CN216042598U - Aluminum-wood template combination structure of frame shear structure

Info

Publication number: CN216042598U
Application number: CN202120204910.7U
Authority: CN
Inventors: 洪小灵; 郭秦沩; 赵融
Original assignee: Xm Special Real Estate Construct Engineering Group Co ltd
Current assignee: Xm Special Real Estate Construct Engineering Group Co ltd
Priority date: 2021-01-25
Filing date: 2021-01-25
Publication date: 2022-03-15
Anticipated expiration: 2031-01-25

Abstract

The utility model discloses an aluminum-wood formwork combination structure of a frame shear structure, and relates to the technical field of building construction. According to the technical scheme, the aluminum-wood formwork combination structure is characterized by comprising a wood formwork arranged on a lower non-standard layer of the frame shear structure and an aluminum formwork arranged on an upper standard layer, the top of the wood formwork located on the outer wall of the non-standard layer extends in the direction of the standard layer to form a lengthening part used for replacing a K plate, an upper back ridge and a lower back ridge are sequentially arranged on the outer side of the lengthening part from top to bottom, a partition gap is formed between the upper back ridge and the lower back ridge, the top end of the upper back ridge and the top end of the lengthening part are located on the same horizontal plane, the bottom of the aluminum formwork is arranged at the top of the lengthening part and the top of the upper back ridge, and a fixing assembly used for locking and fixing the upper back ridge and the lower back ridge to the wood formwork is arranged on the partition gap. According to the aluminum-wood formwork combination structure, the aluminum formwork and the wood formwork can be conveniently matched and built, no gap exists between the aluminum formwork and the wood formwork after building, reverse ridges after pouring are avoided, and the aluminum-wood formwork combination structure has the advantage of improving the pouring forming effect of a wall.

Description

Aluminum-wood template combination structure of frame shear structure

Technical Field

The utility model relates to the technical field of building construction, in particular to an aluminum-wood template combination structure of a frame shear structure.

Background

The aluminum alloy template is a new generation template system appearing after a log template and a steel template, and has the characteristics of short construction period, multiple repeated use times, low average use cost, good stability, high bearing capacity and the like. The construction method of the frame shear structure aluminum-wood interface template generally uses a wood pattern on a lower non-standard layer, and uses an aluminum pattern on an upper standard layer, and after the wood pattern is used on the lower non-standard layer, a K plate cannot be installed, so that a gap is left between the aluminum pattern on the outer side of a wall body and the wood pattern.

SUMMERY OF THE UTILITY MODEL

Aiming at the defects in the prior art, the utility model aims to provide the aluminum-wood template combination structure with the frame shear structure, which can facilitate the matching construction of the aluminum template and the wood template, has no gap between the aluminum template and the wood template after construction, avoids the occurrence of reverse ridges after casting, and has the advantage of improving the casting forming effect of the wall body.

In order to achieve the purpose, the utility model provides the following technical scheme:

the utility model provides a structure is cut to frame's aluminum-wood template integrated configuration, is located nonstandard layer outer wall including locating the plank sheathing on the nonstandard layer of frame lower floor and locating the aluminum mould board on the upper standard layer the plank sheathing top extends towards standard layer direction has the extension portion that is used for replacing the K board, the extension portion outside is equipped with the stupefied and the stupefied lower back of the body of the upper back from top to bottom in proper order, just be equipped with the separation clearance between stupefied and the stupefied lower back of the body of the upper back, the stupefied top of the upper back of the body is in on the same horizontal plane with extension portion top, aluminum mould board bottom is located on stupefied top of the extension portion top of the upper back of the body of the lower back of the body of the upper back of the body of the lower is provided with being used for locking on the stupefied fixed subassembly on the plank sheathing of the stupefied.

Further setting: fixed subassembly is including locating the stupefied and the stupefied one-way screw rod of the back of the body down between, the adapter sleeve and the fixation nut of being connected with one-way screw rod one end of last back of the body, the adapter sleeve is located the stupefied one side of keeping away from extension portion of the back of the body down with fixation nut, after adapter sleeve and separation clearance was passed to the one end of one-way screw rod, penetrate in the wooden template in the outside and the wooden template fixed connection of non-standard layer roof, fixation nut and one-way screw rod threaded connection, just during fixation nut locks, the both ends of adapter sleeve are contradicted respectively on the stupefied outside of the back of the body and the stupefied outside of the back of the body down.

Further setting: the one-way screw rod penetrates into the wood formwork in an inclined mode, and one end, far away from the fixing nut, of the one-way screw rod is fixed to the wood formwork through the connecting piece.

Further setting: the connecting piece is welded with the unidirectional screw, and the connecting piece is fixed on the wooden template at the top of the non-standard layer through a steel nail.

Further setting: the fixed subassembly is provided with a plurality ofly, and is a plurality of the even array of fixed subassembly edge upper back of the body stupefied and stupefied extending direction of lower back of the body.

Further setting: the upper back edge and the lower back edge are fixed on the wood formwork through steel nails.

Further setting: the stupefied structure of upper back of the body is unanimous with stupefied structure of lower back of the body, the stupefied cross section of upper back of the body sets up to the rectangle, and rectangular broadside perpendicular to plank sheathing, and the long limit is parallel with the plank sheathing.

Further setting: be located the internal and external side of nonstandard layer be provided with the reinforcement subassembly between the plank sheathing, the reinforcement subassembly includes that vertical array keeps away from a plurality of square through pipes of nonstandard layer one side at two plank sheathing, horizontal array in the square through pipe stay tube of plank sheathing one side and the two-way screw rod of connecting both sides stay tube, the stay tube includes two steel pipes that are symmetrical in the setting of two-way screw rod, the both ends of two-way screw rod pass the plank sheathing outside respectively and are connected with pipe sleeve piece and lock nut, the pipe sleeve piece cup joints spacing on two steel pipes, just lock nut and two-way screw rod threaded connection.

Further setting: and the part of the bidirectional screw penetrating into the non-standard layer wall body is sleeved with a plastic sleeve.

Compared with the prior art, the utility model has the following advantages by adopting the technical scheme:

1. through the matching of the lengthened part and the upper back ridge, the aluminum template is conveniently and seamlessly built at the top end of the wood template, so that the lengthened part is used for replacing a K plate function, the aluminum template and the wood template can be conveniently and cooperatively built, no gap exists between the lengthened part and the wood template after building, the occurrence of a reverse ridge after building is avoided, and the wall body has the advantage of improving the wall body pouring forming effect;

2. through the matching of the upper back edge and the lower back edge, the supporting force outside the lengthening part can be improved, so that the stability of building the top of the wooden template is improved, the stable building of the aluminum template is facilitated, the firmness of the building structure of the aluminum template and the wooden template in the pouring forming process is ensured, and the wall body forming effect is improved;

3. the upper back edge and the lower back edge are conveniently and stably arranged on the wooden template through the matching of the one-way screw, the fastening sleeve and the fixing nut, so that the lengthening part is reinforced and supported, the stability of the lengthening part of the wooden template is improved, and the stable installation of the aluminum template is convenient;

4. one end of the unidirectional screw is conveniently fixed on the wood formwork of the non-standard layer top plate through the matching of the connecting sheet and the steel nail, so that the fastening sleeve can be used for simultaneously forming a reinforcing support for the upper back edge and the lower back edge by only locking the fixing nut, and the convenience of construction operation and the stability after construction are improved; meanwhile, after one end of the one-way screw is fixed on the wood template, a right-angled triangle can be formed with the lengthened part, the verticality of the lengthened part can be conveniently controlled, and the stability of the built structure is further improved;

5. through the broadside perpendicular to plank sheathing with the stupefied cross section of upper back of the body and lower back of the body, the long limit is parallel with the plank sheathing to utilize a plurality of steel nail to fix it on the plank sheathing, and improve the ascending bearing capacity in vertical direction, the stability of the aluminium template on extension portion and upper back of the body stupefied of being convenient for is built.

Drawings

FIG. 1 is a schematic structural diagram of an aluminum-wood formwork combination structure of a frame shear structure;

FIG. 2 is an enlarged schematic view at A in FIG. 1;

FIG. 3 is a schematic structural diagram of an outer portion of an aluminum-wood formwork combination structure of a frame-shear structure;

fig. 4 is a schematic top view of a surface portion structure of a non-standard layer roof wood formwork without constructing an aluminum formwork.

In the figure: 1. a frame shear structure; 11. a non-standard layer; 12. a standard layer; 2. a wood template; 21. a lengthening part; 22. a lofting opening; 23. a control line; 3. an aluminum template; 4. upper back arris; 5. a lower back edge; 6. separating the gaps; 7. a fixing assembly; 71. a unidirectional screw; 72. fastening sleeves; 73. fixing a nut; 74. connecting sheets; 8. steel nails; 9. a reinforcement assembly; 91. a square through pipe; 92. supporting a tube; 921. a steel pipe; 93. a bidirectional screw; 94. a sleeve sheet; 95. locking the nut; 96. a plastic sleeve.

Detailed Description

The aluminum-wood formwork combining structure of the frame-shear structure is further described with reference to fig. 1 to 4.

The utility model provides an aluminum-wood template combined structure of frame shear structure, as shown in figure 1, including locating the wooden template 2 on the non-standard layer 11 of frame shear structure 1 lower floor and locating the aluminum mould board 3 on the standard layer 12 of upper strata, the standard layer 12 of frame shear structure 1 locates non-standard layer 11 upper portion to build non-standard layer 11 through wooden template 2, can reduce template use cost, and reduce the construction degree of difficulty.

As shown in fig. 1, 2 and 3, a reinforcing component 9 for reinforcing the wooden formwork 2 is arranged between the wooden formworks 2 positioned on the inner side and the outer side of the non-standard layer 11, so as to ensure the stable construction of the wooden formwork 2. Specifically, the reinforcing component 9 comprises a plurality of vertical square through pipes 91 which are arranged on one side of the two wood templates 2 far away from the nonstandard layer 11, a plurality of support pipes 92 which are arranged on one side of the two wood templates 2 far away from the wood templates 2 and a bidirectional screw 93 which is used for connecting the support pipes 92 on two sides, wherein the bidirectional screw 93 is arranged in a one-to-one correspondence with the support pipes 92, and two ends of the bidirectional screw 93 are connected to the support pipes 92 on two sides after respectively penetrating through the wood templates 2 on the inner side and the outer side, so that stable construction is formed. Wherein, stay tube 92 includes two steel pipes 921 that are symmetrical to two-way screw rod 93 and set up, and all be connected with pipe sleeve piece 94 and lock nut 95 at two-way screw rod 93 both ends, pipe sleeve piece 94 cup joints spacing on two steel pipes 921, the tip of two-way screw rod 93 passes behind pipe sleeve piece 94, with lock nut 95 threaded connection, thereby when lock nut 95 locks, can utilize pipe sleeve piece 94 to contradict stay tube 92 on square siphunculus 91, make square siphunculus 91 contradict on wooden form 2, thereby realize inside and outside wooden form 2's stability and build. The part of the bidirectional screw 93 penetrating into the wall body of the nonstandard layer 11 is sleeved with the plastic sleeve 96, so that the support of the wood formwork 2 is further provided, and the through hole of the bidirectional screw 93 penetrating through the wood formwork 2 can be sealed by utilizing the sealing performance of the two ends of the plastic sleeve 96, so that water leakage during pouring is avoided, and the concrete pouring and forming effect is ensured.

As shown in fig. 1 and 4, during construction, a total station is usually used to release a control axis, a control line 23 is sprung at a position 30cm away from a wall, so as to ensure the perpendicularity of the wooden template 2, therefore, before the concrete of the standard layer 12 structure is poured, a lofting opening 22 is formed on the wooden template 2 of the top plate of the non-standard layer 11, a coordinate point on the ground of the non-standard layer 11 is led to the plate surface of the wooden template 2 of the top plate by using a laser verticality instrument, that is, the control line 23 can be set up on the surface of the wooden template 2 at the top of the non-standard layer 11 by using the total station, so as to perform a line snapping on the wooden template 2, the line snapping of the wall control line 23 is performed at a position 30cm close to the wall of the wooden template 2, so as to assist the vertical arrangement of the wooden template 2 of the wall, so that the control line 23 can be used for perpendicularity calibration before the concrete pouring, thereby facilitating the vertical calibration and installation of the lengthened part 21 at the top of the wooden template 2 at the outer side, the convenience of construction is improved.

As shown in fig. 1 and 2, the top of the wooden form 2 located on the outer wall of the non-standard layer 11 extends towards the standard layer 12 to form an extension portion 21 for replacing a K plate, the extension portion 21 is higher than the horizontal plate of the non-standard layer 11, and the extension portion 21 extends to a height determined by the leakage height of the aluminum form 3K plate.

As shown in fig. 1 and 2, be equipped with stupefied 4 of the upper back of the body and stupefied 5 of the lower back of the body from top to bottom in proper order in the extension portion 21 outside, stupefied 4 of the upper back of the body and stupefied 5 of the lower back of the body all are fixed in the wooden model through steel nail 8 on, through stupefied 4 of the upper back of the body and stupefied 5 of the lower back of the body build, improve the stability that outside wooden model supported. Wherein, go up stupefied 4 tops of the back of the body and be in same horizontal plane with stupefied 21 tops of portion of carrying on the back, 3 bottoms of aluminium template are located on stupefied 4 tops of portion of lengthening 21 tops and the last back of the body, in order to utilize stupefied 4 of portion of lengthening 21 and the last back of the body to strengthen the support area who supports behind 3 installations of aluminium template, improve the support stability to aluminium template 3, and avoid

aluminium template

3 and 2 to build the back clearance of appearing, avoid concrete placement to leak thick liquid, make and can not appear anti-bank between standard layer 12 and the non-standard layer 11, improve and pour the shaping effect. Be equipped with separation clearance 6 between stupefied 4 of the upper back of the body and the stupefied 5 of the lower back of the body, be provided with on separation clearance 6 and be used for stupefied 4 of the upper back of the body and the stupefied 5 locking of the lower back of the body and consolidate fixed subassembly 7 on the plank sheathing for on stupefied 4 of the upper back of the body and the stupefied 5 of the lower back of the body are stably fixed in plank sheathing 2, can further improve the stability of putting up at plank sheathing 2 top.

As shown in fig. 1, fig. 2 and fig. 3, it is specific, fixed subassembly 7 is including locating the one-way screw 71 between stupefied 4 of the upper back and the stupefied 5 of the lower back, be connected adapter sleeve 72 and fixation nut 73 with one-way screw 71 one end, adapter sleeve 72 and fixation nut 73 locate the stupefied 4 of the upper back and stupefied 5 of the lower back and keep away from one side of lengthening portion 21, fixation nut 73 and one-way screw 71's one end threaded connection, when fixation nut 73 locks, the both ends of adapter sleeve 72 are contradicted respectively on the stupefied 4 outside of the upper back and the stupefied 5 of the lower back, thereby stupefied 4 of the upper back and stupefied 5 of the lower back are further fixed in on wooden template 2, make things convenient for the stable of aluminium template 3 to build, and improve the stability that wooden template 2 top lengthening portion 21 built. After one end of the one-way screw 71, which is far away from the fixing nut 73, penetrates through the fastening sleeve 72 and the separation gap 6, obliquely penetrates into the wood mould and is fixedly connected with the wood mould at the top of the non-standard layer 11, one end of the one-way screw 71, which is far away from the fixing nut 73, is fixed on the wood mould through the connecting sheet 74, the connecting sheet 74 is welded with the one-way screw 71, and the connecting sheet 74 is fixed on the wood mould at the top of the non-standard layer through the steel nail 8, so that the one-way screw is matched with the fixing nut 73, the upper back edge 4 and the lower back edge 5 are convenient to lock, meanwhile, after one end of the one-way screw 71 is fixed on the wood mould 2, a right triangle can be formed with the lengthening part 21, the perpendicularity of the lengthening part 21 is convenient to control, the stability of the building structure is further improved, and the aluminum mould 3 is convenient to build on the upper back edge 4 and the lengthening part 21. And after the concrete pouring is finished, directly cutting off the exposed unidirectional screw 71 by using a cutting machine.

As shown in fig. 1, 2 and 3, further, the stupefied 4 of the upper back of the body is unanimous with stupefied 5's structure of the lower back of the body, and the cross section of stupefied 4 of the upper back of the body sets up to the rectangle, and rectangular broadside perpendicular to plank sheathing 2, and the long limit is parallel with plank sheathing 2 to utilize two steel nails 8 to fix it on plank sheathing 2, and improve the bearing capacity in the vertical direction, be convenient for the stability of aluminium template 3 on extension portion 21 and stupefied 4 of the upper back of the body builds. Wherein, the stupefied 4 of the upper back of the body extends along the horizontal direction with stupefied 5 of the lower back of the body, from this, will fix the subassembly 7 and be provided with a plurality ofly, and a plurality of fixed subassemblies 7 along the stupefied 4 of the upper back of the body and the even array of the extending direction of stupefied 5 of the lower back of the body to can improve the stupefied 4 of the upper back of the body and the stupefied 5 of the lower back of the body and connect the stability on plank sheathing 2, in order to improve the stability of supporting outside plank sheathing 2, thereby make things convenient for stabilizing of aluminium template 3 to build.

The working principle is as follows: during construction, firstly, the wooden template 2 is used for being erected and positioned on the non-standard layer 11, and the lofting opening 22 is formed in the wooden template 2 on the top plate of the non-standard layer 11, so that the control line 23 can be sprung on the surface of the wooden template 2, and the lengthened part 21 of the wooden template 2 on the outer side can be conveniently and vertically positioned. Utilize reinforcing component 9 cooperation pipe sleeve piece 94 and lock nut 95 next, consolidate the plank sheathing 2 of inside and outside, simultaneously, utilize fixed subassembly 7 with stupefied 4 of the back of the body and the stupefied 5 of the back of the body fix the top of plank sheathing 2 in the outside to guarantee that stupefied 4 top of the back of the body and the extension 21 top are in same horizontal plane, can carry out the shaping of pouring of non-standard layer 11. And after the concrete is finally set, the aluminum template 3 of the standard layer 12 is built, the bottom edge of the aluminum template 3 on the outer side of the standard layer 12 is connected with the lengthened part 21 and the top of the upper back ridge 4, the seamless connection between the aluminum template 3 and the wood template 2 is ensured, and after the aluminum template 3 is positioned and built, the concrete of the standard layer 12 is poured. After the concrete of the standard layer 12 is poured and formed, the wooden template 2 of the non-standard layer 11 and the aluminum template 3 of the standard layer 12 are subjected to unified form removal, and then the pouring and forming of the frame shear structure 1 of the non-standard layer 11 and the standard layer 12 can be completed.

Through the scheme, the wall body with the non-standard layer 11 is built by the wood template 2, the wall body with the standard layer 12 on the upper layer of the non-standard layer 11 is built by the aluminum template 3, a single-layer wall body is guaranteed to adopt a template system, the cost is saved, and the construction difficulty is reduced. Simultaneously, the lengthening part 21 of the wooden template 2 serves as a similar K plate for use, and can be matched with the upper back edge 4 to facilitate seamless connection of the aluminum template 3 and the wooden template 2, so that no gap exists after installation of the upper back edge and the lower back edge, the inverted ridge is avoided being formed after pouring, the flatness of the wall body is guaranteed, the manual repair cost is saved, and the wall body pouring forming effect is improved.

The above description is only a preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above embodiments, and all technical solutions belonging to the idea of the present invention belong to the protection scope of the present invention. It should be noted that modifications and embellishments within the scope of the utility model may occur to those skilled in the art without departing from the principle of the utility model, and are considered to be within the scope of the utility model.

Claims

1. The utility model provides a frame shear structure's aluminum-wood template integrated configuration, its characterized in that is located nonstandard layer (11) on plank sheathing (2) and locate aluminum mould board (3) on upper standard layer (12) of frame shear structure (1) lower floor, is located nonstandard layer (11) outer wall plank sheathing (2) top is extended towards standard layer (12) direction and is had extension portion (21) that are used for replacing the K board, extension portion (21) outside from top to bottom is equipped with stupefied (4) of the back of the body and stupefied (5) of the back of the body down in proper order, just be equipped with separation clearance (6) between stupefied (4) of the back of the body (4) of the body and stupefied (5) of the back of the body down, on stupefied (4) top of the back of the body and stupefied (4) top of the back of the body are located extension portion (21) top of the body (3) bottom of the aluminum mould board (3) of the back of the body, be provided with on separation clearance (6) be used for fixing on stupefied (7) of the stupefied (2) of the back of the body (5) of the back of the body (2) on the reinforced assembly (7) on stupefied (2) of the back of the body (2) are fixed ).

2. The aluminum-wood formwork combination structure of a frame shear structure as claimed in claim 1, the fixing component (7) comprises a one-way screw rod (71) arranged between the upper back edge (4) and the lower back edge (5), a fastening sleeve (72) connected with one end of the one-way screw rod (71) and a fixing nut (73), the fastening sleeve (72) and the fixing nut (73) are arranged on one sides of the upper back edge (4) and the lower back edge (5) far away from the lengthening part (21), after one end of the one-way screw rod (71) passes through the fastening sleeve (72) and the separation gap (6), penetrates into the outer side wooden template (2) and is fixedly connected with the wooden template (2) of the top plate of the non-standard layer (11), the fixing nut (73) is in threaded connection with the one-way screw rod (71), and when the fixing nut (73) is locked, the two ends of the fastening sleeve (72) respectively abut against the outer sides of the upper back edge (4) and the lower back edge (5).

3. The aluminum-wood formwork combination structure of a frame shear structure as claimed in claim 2, wherein the one-way screw (71) penetrates into the wood formwork (2) obliquely, and one end of the one-way screw (71) far away from the fixing nut (73) is fixed on the wood formwork (2) through the connecting piece (74).

4. An aluminum-wood formwork combination structure of a frame shear structure as claimed in claim 3, characterized in that the connecting piece (74) is welded with the one-way screw (71), and the connecting piece (74) is fixed on the wood formwork (2) on the top of the non-standard layer (11) through a steel nail (8).

5. The aluminum-wood formwork combination structure of a sash shear structure as claimed in any one of claims 1 to 4, wherein a plurality of fixing members (7) are provided, and the plurality of fixing members (7) are uniformly arrayed along the extending direction of the upper back edge (4) and the lower back edge (5).

6. The aluminum-wood formwork combination structure of a frame shear structure as claimed in claim 1, wherein the upper back edge (4) and the lower back edge (5) are fixed on the wood formwork (2) through steel nails (8).

7. The aluminum-wood formwork combination structure of a frame shear structure as claimed in claim 1, wherein the upper back ridge (4) and the lower back ridge (5) are identical in structure, the cross section of the upper back ridge (4) is rectangular, the wide side of the rectangle is perpendicular to the wood formwork (2), and the long side is parallel to the wood formwork (2).

8. An aluminum-wood formwork combination structure of a sash shear structure as defined in claim 1, wherein a reinforcing member (9) is provided between the wood formworks (2) located inside and outside the non-standard layer (11), the reinforcing component (9) comprises a plurality of square through pipes (91) which are vertically arrayed on one side of the two wood templates (2) far away from the nonstandard layer (11), supporting pipes (92) which are horizontally arrayed on one side of the square through pipes (91) far away from the wood templates (2), and two-way screw rods (93) which are connected with the supporting pipes (92) on two sides, the supporting tube (92) comprises two steel tubes (921) which are arranged symmetrically to the bidirectional screw (93), two ends of the bidirectional screw rod (93) respectively penetrate through the wood template (2) and are connected with a pipe sleeve sheet (94) and a locking nut (95), the pipe sleeve piece (94) is sleeved and limited on the two steel pipes (921), and the locking nut (95) is in threaded connection with the two-way screw (93).

9. The aluminum-wood formwork combination structure of a frame shear structure as claimed in claim 8, wherein the plastic sleeve (96) is sleeved on the part of the bidirectional screw (93) penetrating into the wall body of the non-standard layer (11).