CN215212320U

CN215212320U - Wall form support system

Info

Publication number: CN215212320U
Application number: CN202121656921.5U
Authority: CN
Inventors: 孙常波; 余冠源
Original assignee: Guangdong Zhongcheng Construction Group Co ltd
Current assignee: Guangdong Zhongcheng Construction Group Co ltd
Priority date: 2021-07-20
Filing date: 2021-07-20
Publication date: 2021-12-17
Anticipated expiration: 2031-07-20

Abstract

The application relates to a wall formwork support system, relating to the technical field of building construction; the keel frame comprises a wall body, formworks arranged on two sides of the wall body and a keel frame arranged on one side of each formwork, wherein the keel frame is positioned on one side of each formwork, which is far away from the wall body, and comprises vertical keels and transverse keels; a connecting assembly is arranged between the two templates and comprises a first net rack arranged on one side of the wall body, a second net rack arranged on the other side of the wall body, a wall-penetrating screw arranged between the first net rack and the second net rack, and a limiting nut sleeved outside the wall-penetrating screw; one end of the wall-through screw is fixedly connected to the side wall of the first net rack, the other end of the wall-through screw penetrates through the two templates, the wall body and the second net rack and is in threaded connection with the limiting nut, the side wall of the limiting nut abuts against the side wall of the second net rack, and the first net rack and the second net rack both abut against the side wall of the keel frame; this application has the installation effectiveness that improves wall form, optimizes wall form's fire behavior's effect.

Description

Wall form support system

Technical Field

The application relates to the technical field of building construction, in particular to a wall formwork supporting system.

Background

The formwork support system is formed by laying formworks according to a design scheme and is divided into a top plate formwork support system and a shear wall, beam and column formwork support system, wherein the top plate is combined by the formworks to form a structure consisting of a main steel ridge, a secondary steel ridge, a butt joint vertical rod, a cross pull rod and a hollow lead screw component; the template combined supporting structure for the shear wall comprises main components such as a main back ridge, a secondary back ridge, a wall penetrating bolt, an adjustable inclined supporting rod, a door opening clamp and the like.

A related Chinese patent with an authorization publication number of CN206957200U discloses a perforation-free wall template support system, which comprises at least two support surfaces, wherein the support surfaces are spliced by a plurality of templates to form a grid structure, adjacent templates are mutually attached or form a gap, a transverse keel and a vertical keel are arranged on the outer side of each support surface, a wall-penetrating bolt is penetrated in the gap, two ends of the wall-penetrating bolt are fastened and attached between the two transverse keels or the two vertical keels by nuts, and a gap filling strip is filled in the gap between the adjacent penetrating bolts; firstly, one of the supporting surfaces is attached to the side wall of one side of the wall body, then one end of the through-wall bolt penetrates through the joint strip, the other supporting surface is attached to the other side of the wall body, and then the two ends of the through-wall bolt are sleeved through the nut threads, so that the supporting surfaces are tightly attached to the two side walls of the wall body.

In view of the above-mentioned related technologies, the inventor believes that the construction method of frequently screwing a plurality of nuts to abut two support surfaces against the sidewall of the wall is complicated, and the construction efficiency is low, so that improvement is needed.

SUMMERY OF THE UTILITY MODEL

In order to improve the technical problem that the construction efficiency of wall form installation is lower among the correlation technique, the application provides a wall form support system.

The application provides a wall form support system adopts following technical scheme:

a wall formwork support system comprises a wall, formworks arranged on two sides of the wall, and a keel frame arranged on one side of each formwork, wherein the keel frame is positioned on one side of the formwork, which is far away from the wall, and comprises vertical keels and transverse keels; a connecting assembly is arranged between the two templates and comprises a first net rack arranged on one side of the wall body, a second net rack arranged on the other side of the wall body, a wall penetrating screw arranged between the first net rack and the second net rack, and a limiting nut sleeved outside the wall penetrating screw; wear wall screw rod wherein one end fixed connection in first rack lateral wall, wear the wall screw rod other end and run through two templates, wall body to and second rack and threaded connection in stop nut, stop nut lateral wall butt in second rack lateral wall, the equal butt of first rack and second rack in keel frame lateral wall.

Through adopting above-mentioned technical scheme, through wearing wall screw and stop nut with two template fixed mounting in wall body both sides, improve the convenience and the high efficiency of template installation, also played energy-conserving effect simultaneously, reduced the building materials that the template installation consumes.

Optionally, the connecting assembly further comprises a plurality of reinforcing rods arranged between the first net rack and the second net rack, and the reinforcing rods penetrate through the wall body and the two formworks; each stiffener all includes the sleeve pipe of perpendicular connection in first rack lateral wall to and insert and locate the loop bar in the sleeve pipe, the one end that the sleeve pipe department was kept away from to the loop bar is connected perpendicularly in the second rack.

Through adopting above-mentioned technical scheme, the area of contact of first rack, second rack and template and wall body can be increased in setting up of stiffener to strengthen the support intensity of coupling assembling to template and wall body through stiffener and wall screw.

Optionally, clamping and connecting plates are arranged on the side walls of the first net rack and the second net rack close to the transverse keels, and clamping and connecting holes for the transverse keels to be inserted into are formed in the side walls of the clamping and connecting plates; the clamping and connecting plate penetrates through the vertical keel and is connected to the end wall of the reinforcing rod.

Through adopting above-mentioned technical scheme, setting up of joint board and joint hole has increased the area of contact of first rack and horizontal fossil fragments, second rack and horizontal fossil fragments, strengthens coupling assembling and the joint strength of horizontal fossil fragments to further improve coupling assembling to the support intensity of template.

Optionally, it is adjacent vertical keel, horizontal fossil fragments to and the template encloses the synthesis space of stepping down jointly, first rack and second rack lateral wall all are provided with the enhancement screen frame, it inserts and locates in the space of stepping down to strengthen the screen frame, just it fits in vertical keel and horizontal fossil fragments lateral wall to strengthen the screen frame.

Through adopting above-mentioned technical scheme, strengthen setting up of screen frame and realized the area of contact of first rack and vertical keel, second rack and vertical keel, improve the joint strength who strengthens screen frame and keel frame, further optimize coupling assembling to the supporting role of template.

Optionally, a fire-proof plate is inserted into each reinforcing mesh frame.

Through adopting above-mentioned technical scheme, the fire behavior of template can be improved in the setting of PLASTIC LAMINATED for template and wall body have the fire prevention function.

Optionally, each strengthen all being provided with the reinforcement frame in the screen frame, the reinforcement frame tip is connected in strengthening the screen frame inner wall, the reinforcement frame lateral wall laminating is in the PLASTIC LAMINATED lateral wall.

Through adopting above-mentioned technical scheme, the setting up of reinforcement frame plays the supporting effect to strengthening the screen frame on the one hand to improve the bulk strength who strengthens the screen frame, on the other hand also can play the supporting role to the PLASTIC LAMINATED, reduces the condition that the PLASTIC LAMINATED breaks away from the aversion.

Optionally, the stop nut lateral wall has cyclic annular handle along its circumferential welding, cyclic annular handle lateral wall is provided with the wear pad.

Through adopting above-mentioned technical scheme, setting up of cyclic annular handle has increased constructor and has twisted the application of force area who revolves stop nut, and setting up of wear pad has increased constructor and cyclic annular handle's area of contact, and one realization is twisted spacing nut's convenient soon.

Optionally, the lateral wall that the second rack is close to stop nut department slides along second rack direction of height and is connected with the gag lever post, the spacing groove that supplies the gag lever post to insert to establish is seted up along its circumference to cyclic annular handle lateral wall.

Through adopting above-mentioned technical scheme, after stop nut butt on the second rack, will stop the bull stick and insert and locate the spacing inslot, the setting of spacing groove and gag lever post can fix the relative wall screw rod's of stop nut position, reduces stop nut screw thread pine and takes off in the condition of wall screw rod.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the two templates are fixedly arranged on the two sides of the wall body through the wall penetrating screw rods and the limiting nuts, so that the convenience and the high efficiency of template installation are improved, the energy-saving effect is achieved, and building materials consumed by template installation are reduced;

2. the arrangement of the reinforcing net frame realizes the contact area between the first net rack and the vertical keel and between the second net rack and the vertical keel, improves the connection strength between the reinforcing net frame and the keel frame, and further optimizes the supporting effect of the connecting assembly on the template;

3. the fire-proof plate can improve the fire-proof performance of the template, so that the template and the wall have a fire-proof function.

Drawings

FIG. 1 is a schematic structural diagram of a wall form support system in an embodiment.

FIG. 2 is a sectional view of one embodiment of a wall form support system.

Fig. 3 is an enlarged schematic view of the structure of part a in fig. 2.

Fig. 4 is an enlarged schematic view of the structure of part B shown in fig. 2.

Description of reference numerals: 1. a wall body; 11. a template; 12. a keel frame; 121. a vertical keel; 122. a transverse keel; 123. a space of abdicating; 13. a connecting assembly; 131. a first net frame; 1311. a clamping and connecting plate; 1312. a clamping hole; 1313. reinforcing the net frame; 1314. a fire-proof plate; 1315. a reinforcing frame; 132. a second net rack; 1321. a limiting pipe; 1322. a limiting rod; 133. a through-wall screw; 134. a limit nut; 1341. a ring-shaped handle; 1342. a limiting groove; 1343. a wear pad; 135. a reinforcing bar; 1351. a sleeve; 1352. a loop bar.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses a wall form supporting system. Referring to fig. 1 and 2, wall form support system includes wall body 1, be located the template 11 of wall body 1 both sides, and set up in the keel frame 12 of 11 one sides of each template, keel frame 12 is located the one side that template 11 deviates from wall body 1 department, keel frame 12 is including welding in the vertical keel 121 of 11 lateral walls of template and welding in the horizontal keel 122 of vertical keel 121 lateral wall, the length direction of vertical keel 121 is on a parallel with the direction of height of template 11, the length direction of horizontal keel 122 is on a parallel with the width direction of template 11, adjacent vertical keel 121, horizontal keel 122, and template 11 encloses the synthesis jointly and lets a space 123.

Referring to fig. 2 and 3, a connecting assembly 13 is further disposed between the two formworks 11, and the connecting assembly 13 includes a first net rack 131, a second net rack 132, a wall-penetrating screw 133 disposed between the first net rack 131 and the second net rack 132, a limit nut 134 sleeved outside the wall-penetrating screw 133, and a plurality of reinforcing rods 135 disposed between the first net rack 131 and the second net rack 132; first rack 131 and second rack 132 set up in opposite directions, and first rack 131 and second rack 132 are the network structure that violently indulges steel pole mutually perpendicular welding and form, and first rack 131 is located wall 1 one of them side, and second rack 132 is located wall 1 opposite side.

Referring to fig. 2 and 3, one end of the wall-through screw 133 is welded to the side wall of the first net rack 131, the other end of the wall-through screw 133 penetrates through the formwork 11, the wall 1, the vertical keel 121 and the second net rack 132 and is inserted into the limit nut 134 in a threaded manner, an annular handle 1341 is welded to the outer side wall of the limit nut 134 along the circumferential direction thereof, and a wear pad 1343 made of rubber is fixedly bonded to the outer side wall of the annular handle 1341 along the circumferential direction thereof; the side wall of the second net rack 132 close to the position of the limit nut 134 is fixedly welded with a limit pipe 1321, a limit rod 1322 is inserted into the limit pipe 1321, a limit groove 1342 is formed in the outer side wall of the annular handle 1341 along the circumferential direction of the annular handle 1341, and the limit rod 1322 is inserted into the limit groove 1342.

Referring to fig. 2 and 4, clamping plates 1311 are welded to the side walls of the first net rack 131 and the second net rack 132 facing the transverse keel 122, clamping holes 1312 are formed in the side walls of each clamping plate 1311 facing the transverse keel 122, and the transverse keel 122 is inserted into the clamping holes 1312; a plurality of reinforcing rods 135 are arranged between the first net rack 131 and the second net rack 132, the reinforcing rods 135 penetrate through the two formworks 11 and the wall body 1, each reinforcing rod 135 is provided with a sleeve 1351 and a sleeve 1352 inserted into the sleeve 1351, the sleeve 1352 is made of steel bars, the end part of the sleeve 1351 is welded on the side wall of the clamping plate 1311 on the first net rack 131, and the sleeve 1352 is welded on the side wall of the clamping plate 1311 on the second net rack 132.

Referring to fig. 2, the side walls of the first net rack 131 and the second net rack 132 close to each abdicating space 123 are provided with a reinforcing net frame 1313, the reinforcing net frame 1313 is inserted into the abdicating space 123, a fireproof plate 1314 is inserted into each reinforcing net frame 1313, the fireproof plate 1314 can be a magnesium oxychloride fireproof plate, a reinforcing frame 1315 is further welded inside each reinforcing net frame 1313, the side walls of the reinforcing frame 1315 are attached to the side walls of the fireproof plate 1314, the end walls of the reinforcing frame 1315 are connected to the inner wall of the reinforcing net frame 1313 through bolts, so that the structural strength of the reinforcing net frame 1313 is enhanced when the fireproof plate 1314 is limited.

The implementation principle of the wall formwork support system in the embodiment of the application is as follows: during installation, the templates 11 are attached to the side walls of two sides of the wall 1, the keel frame 12 is welded to the side wall of each template 11, then the first net rack 131 is attached to one side wall of one of the templates 11, so that the transverse keels 122 are inserted into the clamping holes 1312, the reinforcing net frames 1313 are inserted into the abdicating spaces 123, the wall-penetrating screws 133 and each sleeve 1351 penetrate through the two templates 11 and the wall 1, then the second net rack 132 is attached to the side wall of the other template 11, so that the transverse keels 122 are inserted into the clamping holes 1312, the reinforcing net frames 1313 are inserted into the abdicating spaces 123, the rods 1352 are inserted into the sleeves 1351, and the wall-penetrating screws 133 penetrate through the second net rack 132; then, the limit nut 134 is sleeved on the outer side wall of the through-wall screw 133 in a threaded manner, the outer side wall of the limit nut 134 is attached to the outer side wall of the second net rack 132, the two templates 11 are abutted against the two side walls of the wall body 1, and finally the limit rod 1322 is inserted into the limit groove 1342, so that the templates 11 can be conveniently installed.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A wall formwork support system comprises a wall (1), formworks (11) arranged on two sides of the wall (1), and a keel frame (12) arranged on one side of each formwork (11), wherein the keel frame (12) is positioned on one side, deviating from the wall (1), of each formwork (11), and the keel frame (12) comprises vertical keels (121) and transverse keels (122); the method is characterized in that: a connecting assembly (13) is arranged between the two templates (11) together, and the connecting assembly (13) comprises a first net rack (131) arranged on one side of the wall body (1), a second net rack (132) arranged on the other side of the wall body (1), a wall penetrating screw rod (133) arranged between the first net rack (131) and the second net rack (132), and a limiting nut (134) sleeved outside the wall penetrating screw rod (133); wear wall screw rod (133) wherein one end fixed connection in first rack (131) lateral wall, wear wall screw rod (133) other end and run through two template (11), wall body (1) to and second rack (132) and threaded connection in stop nut (134), stop nut (134) lateral wall butt in second rack (132) lateral wall, first rack (131) and second rack (132) all butt in keel frame (12) lateral wall.

2. The wall form support system of claim 1, wherein: the connecting assembly (13) further comprises a plurality of reinforcing rods (135) arranged between the first net rack (131) and the second net rack (132), and the reinforcing rods (135) penetrate through the wall body (1) and the two formworks (11); each reinforcing rod (135) comprises a sleeve (1351) vertically connected to the side wall of the first net frame (131), and a loop rod (1352) inserted in the sleeve (1351), and one end of the loop rod (1352) far away from the sleeve (1351) is vertically connected to the second net frame (132).

3. A wall form support system according to claim 2, wherein: clamping plates (1311) are arranged on the side walls of the first net rack (131) and the second net rack (132) close to the transverse keels (122), and clamping holes (1312) for the insertion of the transverse keels (122) are formed in the side walls of the clamping plates (1311); the clamping plate (1311) penetrates through the vertical keel (121) and is connected to the end wall of the reinforcing rod (135).

4. A wall form support system according to claim 3, wherein: adjacent vertical keel (121), horizontal keel (122) to and template (11) enclose synthetic space of stepping down (123) jointly, first rack (131) and second rack (132) lateral wall all are provided with enhancement screen frame (1313), it locates in space of stepping down (123) to strengthen screen frame (1313) insert, just it laminates in vertical keel (121) and horizontal keel (122) lateral wall to strengthen screen frame (1313).

5. The wall form support system of claim 4, wherein: a fireproof plate (1314) is inserted in each reinforcing net frame (1313).

6. The wall form support system of claim 5, wherein: each reinforcing net frame (1313) is internally provided with a reinforcing frame (1315), the end part of each reinforcing frame (1315) is connected to the inner wall of the reinforcing net frame (1313), and the side wall of each reinforcing frame (1315) is attached to the side wall of the fireproof plate (1314).

7. The wall form support system of claim 1, wherein: the outer side wall of the limiting nut (134) is welded with an annular handle (1341) along the circumferential direction of the outer side wall, and a wear pad (1343) is arranged on the outer side wall of the annular handle (1341).

8. The wall form support system of claim 7, wherein: the lateral wall that second rack (132) is close to spacing nut (134) department slides along second rack (132) direction of height and is connected with gag lever post (1322), spacing groove (1342) that supply gag lever post (1322) to insert to establish are seted up along its circumference to cyclic annular handle (1341) lateral wall.