CN202194372U - All-steel template for building construction - Google Patents
All-steel template for building construction Download PDFInfo
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- CN202194372U CN202194372U CN2011201077892U CN201120107789U CN202194372U CN 202194372 U CN202194372 U CN 202194372U CN 2011201077892 U CN2011201077892 U CN 2011201077892U CN 201120107789 U CN201120107789 U CN 201120107789U CN 202194372 U CN202194372 U CN 202194372U
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Abstract
An all-steel template for a building construction is disclosed, which belongs to the field of building construction. The all-steel template for a building construction is composed of a template and accessories, wherein the template comprises a flat plate, an external corner, an internal corner, an irregular plate and a plug head plate; the accessories comprise a double back ledge, a double back ledge hook, an inclined back ledge, an inclined back ledge hook, a wall-penetrating bolt, a hook-headed bolt, a fastening bolt, a buckling piece, an operation platform frame, an inclined support, a template lifting hook and a door opening die right angle. The all-steel template for a building construction is characterized in that the flat plat is formed by welding a planar plate and a frame, wherein the frame is formed by assembling and welding rectangular steel tubes, and the planar plate is surrounded by the frame; a plurality of horizontal and vertical reinforcing ribs is disposed at one side of the planar plate, and the reinforcing ribs are rectangular steel tubes; and connection holes are disposed on the frame and the reinforcing ribs. The all-steel template for a building construction disclosed by the utility model is close in seams, flexible in installation and detachment, convenient to carry, capable of being integrally lifted by a tower crane or installed and detached independently, as well as unable to distort due to a load; and a phenomenon of grout leakage at the jointed place is avoided when the templates are used in combination.
Description
Technical field
[0001] the utility model belongs to the realm of building construction, is specifically related to building operations all steel template.
Background technology
The patent No. is to disclose " a kind of building form " in 200610037677.8, comprises flat die plate, it is characterized in that: connect through the quick connector of bolt-type between the adjacent flat template of the left and right sides, adorn bracing frame on the flat die plate, adorn construction bracket on the flat die plate.
The patent No. is to disclose a kind of " internal corner plastic formwork for building " in 200810232801.5; Each one of template becomes one with plastic material; The work plane of panel is inner corner trim, is provided with horizontal bar and perpendicular muscle, angle muscle at the back side of panel, is provided with frame around the panel; Frame is made up of upper side frame, lower frame, vertical frame, and upper side frame is parallel with lower frame.
Two kinds of above-mentioned construction formworks are in construction, and because of the stand under load torsional deformation, when form assembly was used, the junction can produce the spillage phenomenon.
Summary of the invention
It is stronger that the utility model aims to provide bearing capacity, and when form assembly was used, the junction can not produce the building operations all steel template of spillage phenomenon.
The utility model is made up of template and auxilliary accessory two large divisions; Wherein template comprises flat board, external corner, inner corner trim, sketch plate, bulkhead; Auxilliary accessory comprises two back cords, two back cord hook, oblique back cord, oblique back cord hook, through-wall bolt, gib headed bolt, fastening bolt, fastener, operating platform frame, bearing diagonal, template suspension hook, door opening mould right angle, it is characterized in that flat board is welded by surface plate and framework, and framework adopts the rectangular steel pipe assembly welding to form; Surface plate is surrounded by framework; One side of surface plate is provided with some levels and vertical reinforcing rib, and reinforcing rib is a rectangular steel pipe, is equipped with connecting hole on framework and the reinforcing rib.
External corner is L-shaped by the framework welding of little steel plate of big steel plate in plane and plane and periphery, is equipped with some reinforcing ribs on the little steel plate of big steel plate in plane and plane, and framework is provided with some connecting holes;
Inner corner trim is made up of two block plates, ten gussets, two band steels and a suspension hook, and promptly two block plates are orthogonal, and ten gussets evenly distribute; Article two, band steel is vertical with two block plates, ten gussets respectively, and band steel is provided with some connecting holes, and connecting hole is used for being connected with dull and stereotyped; The top welded suspending hook of inner corner trim; Suspension hook is V-shaped by bar bending, and the both ends of V-arrangement reinforcing bar extend to horizontal ends, and the bottom of V-arrangement reinforcing bar is an arc.
Sketch plate is made up of L shaped the framework of big plain plate and little plain plate and periphery, be equipped with reinforcing rib on big plain plate and the little plain plate, and framework is provided with some connecting holes;
Bulkhead is to be welded with some reinforcing ribs on the side of plain plate, is welded with framework around the plain plate, and plain plate is provided with some connecting holes.
Two back cords are to be welded to form by two rectangular tubes and three block plates, and promptly three block plates are equidistant between two rectangular tubes, and wherein the two ends of rectangular tube respectively are provided with one, and the middle part of rectangular tube is provided with one, and gap therebetween is used to wear two back cord hooks.Its usage is: two back cord hooks hook flat board, stretch out from the intermediate space of back cord, pass two back cord hooks with pin plate, pound solid.Effect is the local strength that strengthens the template jointing positions.
The V-arrangement of circle of position arc bottom two back cord hooks are by bar bending, the two ends of reinforcing bar are crotch, another root reinforcing bar level is connected on the V-arrangement reinforcing bar.
Tiltedly back cord is the steel part that cross section takes the shape of the letter U, and tiltedly the middle part of back cord is provided with the Long Circle hole.
Tiltedly the back cord hook is that the round steel of crotch is formed by a radicle, and round steel is provided with screw thread.
One end of through-wall bolt is provided with screw thread, and the other end is provided with the Long Circle hole.
Operating platform frame is made up of four steel pipes; Wherein there are two steel pipes vertically to weld; Have a steel pipe to be provided with two hooks in these two steel pipes, the end of another root steel pipe is provided with the U-shaped Connection Card, and the 3rd steel pipe is greater than 90 degree angle welding with the steel pipe with hook; The 4th steel pipe and the 3rd steel pipe welding and be provided with vertical welding of steel pipe of U-shaped Connection Card with the end, the end of the 3rd steel pipe is provided with the U-shaped Connection Card.
The U-shaped Connection Card is welded into U-shaped by three block plates, and wherein two steel plates that parallel are provided with the hole.
Described bearing diagonal is linked together through the part that is articulated and connected by the rectangular tube of two different lengths; One end of two rectangular tubes all welds the U-shaped Connection Card; Wherein short rectangular tube one end of horizontal direction is equipped with the sleeve pipe with internal thread; Casing pipe sleeve has on the externally threaded pillar, and short rectangular tube is provided with hinged seat, and long rectangular tube and hinged seat are articulated and connected.
After bearing diagonal installs, can be through the verticality of adjustable fixing adjustment template.
Described frame, reinforcing rib are rectangular tube.
During the utility model assembling, external corner links to each other with dull and stereotyped, promptly forms the connection status of flat board-external corner-flat board; Flat board links to each other with inner corner trim or sketch plate, forms the connection status of flat board-inner corner trim or sketch plate-flat board, and bulkhead links to each other through bolt with flat board through the bolt hole on its panel; Form an airtight space, two back cords are installed on the reinforcing rib at dull and stereotyped back, and two back cord hooks hook flat board; Stretch out from the intermediate space of two back cords, pass two back cord hooks, pound solid with pin plate.Promptly can placing of concrete after through-wall bolt is installed with two back cords, with the adjacent metope of external corner be exactly wall face, with the adjacent metope of inner corner trim be exactly interior metope.Suspension hook is welded on the inner corner trim top, for lifting is used.The rectangular tube at the top of flat board, external corner and sketch plate all is provided with hole for hoist, and the U-shaped Connection Card is installed through hole for hoist, two template suspension hooks of every dull and stereotyped installation.The template suspension hook is threaded, and supporting 6 nuts, and three nuts of every side are one of upper end, two of lower ends.So, two cover template suspension hooks on the every flat board, six bolts on every cover template suspension hook are firmly fixing dull and stereotyped upper side frame, use during as lifting.
The utility model seam is tight, and mounting or dismounting are flexible, and convenient in carrying can tower crane whole lift, and also can in bulk, diffusingly tear open.Can be because of the stand under load torsional deformation, when form assembly was used, the junction can not produce the spillage phenomenon.
Description of drawings:
Fig. 1 is the package assembly sketch map of the utility model.
Fig. 2 is the front view of the utility model middle plateform.
Fig. 3 is the vertical view of Fig. 2.
Fig. 4 is the left view of Fig. 2.
Fig. 5 is the front view of external corner in the utility model.
Fig. 6 is the vertical view of Fig. 5.
Fig. 7 is the left view of Fig. 5.
Fig. 8 is the front view of sketch plate in the utility model.
Fig. 9 is the vertical view of Fig. 8.
Figure 10 is the left view of Fig. 8.
Figure 11 is the front view of bulkhead in the utility model.
Figure 12 is the vertical view of Figure 11.
Figure 13 is the left view of Figure 11.
Figure 14 is the front view of oblique back cord in the utility model.
Figure 15 is the vertical view of Figure 14.
Figure 16 is the left view of Figure 14.
Figure 17 is the front view of through-wall bolt 4 in the utility model.
Figure 18 is the vertical view of Figure 17.
Figure 19 is the front view of template suspension hook in the utility model.
Figure 20 is the front view of two back cord hooks in the utility model.
Figure 21 is the vertical view of Figure 20.
Figure 22 is the front view of two back cords in the utility model.
Figure 23 is the left view of Figure 22.
Figure 24 is the structure chart of oblique back cord hook in the utility model.
Figure 25 is the front view of inner corner trim in the utility model.
Figure 26 is the vertical view (amplification) of Figure 25.
Figure 27 is the structure chart of operation bearing diagonal in the utility model.
Figure 28 is the front view of operating platform frame in the utility model.
Figure 29 is the structure chart of suspension hook in the utility model.
Figure 30 is the structure chart at door opening mould right angle among the present invention.
Figure 31 is the enlarged drawing of the left apparent direction of an angle of 90 degrees steel part 61 in Figure 30 in the door opening mould right angle.
Figure 32 is the enlarged drawing of the left apparent direction of an angle of 90 degrees steel part 64 in Figure 30 in the door opening mould right angle.
Among the figure, 1, flat board, 2, flat board, 3, paralell, 4, through-wall bolt, 5,6, bearing diagonal, 7,8, support column, 9, the floor; 10, reinforcing rib, 11, the hole, 12, external corner, 13, connecting hole, 14, reinforcing rib, 15, big steel plate, 16, little steel plate, 17, oblique back cord; 18, hole, 19, screw thread, 20, the hole, 21, the hole, 22, screw thread, 23,24, rectangular tube, 25,26,27, steel plate; 28, reinforcing bar, 29, screw thread, 30, pad, 31, nut, 32, suspension hook, 33,34, steel plate, 35, the hole; 36, gusset, 37,38, band steel, 39,40, connecting hole, 41, the U-shaped Connection Card, 42, bolt hole, 43, steel pipe, 44, pin; 45, hinged seat, 46, pillar, 47, sleeve pipe, 48, steel pipe, 49, the U-shaped connector, 50, bolt hole, 51, round steel pipe; 52,53, angle steel, 54, round steel pipe, 55, the U-shaped Connection Card, 56, bolt hole, 57,, 58, round steel pipe, 59, the U-shaped Connection Card, 60, bolt hole; 61, an angle of 90 degrees steel part, 62, the part that is articulated and connected, 63, threaded rod, 64, an angle of 90 degrees steel part, 65, junction plate, 66, nut, 67, the hole.
The specific embodiment:
Embodiment: shown in Figure 1, dull and stereotyped 1,2 panel adopts the thick hot rolled steel plate of 6mm, and back side of panel is welded with plurality of strengthening ribs; Reinforcing rib adopts rectangular tube, and the parallel and light face of two flat boards 1,2 is erect relatively, and some through-wall bolts 4 connect two flat boards 1,2; Two flat boards 1, the distances between 2 are the thickness of body of wall, and the outside of two flat boards 1,2 is supported by bearing diagonal 5,6, and two terminations of bearing diagonal 5,6 are connected through bolt with dull and stereotyped reinforcing rib; The support column 7,8 of bearing diagonal 5,6 is supported on ground; Operating platform frame 3 is installed in dull and stereotyped 2 the outside, the top of bearing diagonal 5, and operating platform frame 3 is with flat, and 2 reinforcing rib passes through bolt.
Fig. 2, Fig. 3, shown in Figure 4; Dull and stereotyped 1,2 are welded by surface plate and framework; Framework adopts the rectangular steel pipe assembly welding to form, and surface plate is surrounded by framework, and surface plate is provided with some levels and vertical reinforcing rib 10; Two parallel frames of framework are provided with some connecting holes, and reinforcing rib 10 is provided with connecting hole 11.
Fig. 5, Fig. 6, shown in Figure 7, external corner is L-shaped by the framework welding of the big steel plate 15 in plane and little steel plate 16 in plane and periphery, is equipped with some reinforcing ribs 14 on big steel plate 15 in plane and the little steel plate 16 in plane, is equipped with some connecting holes 13 on reinforcing rib 14 and the framework;
Fig. 8, Fig. 9, shown in Figure 10, sketch plate is made up of L shaped the framework of big plain plate and little plain plate and periphery, be equipped with reinforcing rib on big plain plate and the little plain plate, is equipped with some connecting holes on reinforcing rib and the framework.
Figure 11, Figure 12, shown in Figure 13, bulkhead are welded with some reinforcing ribs on the panel of plain plate, are welded with framework around the plain plate, and framework and reinforcing rib are rectangular tube, and plain plate is provided with some connecting holes.
Figure 14, Figure 15, shown in Figure 16, the steel part that oblique back cord 17 takes the shape of the letter U for cross section, tiltedly the middle part of back cord is provided with Long Circle hole 18.
Figure 17, shown in Figure 180, an end of through-wall bolt is provided with screw thread 19, and the other end is provided with two Long Circle Long Circle holes 20,21.
Shown in Figure 19, the template suspension hook is taken the shape of the letter U by bar bending, and vertically reinforcing bar is provided with screw thread 22.
The V-arrangement of circle of position arc bottom Figure 20, shown in Figure 21, two back cord hooks are by bar bending, the two ends of reinforcing bar are crotch, another root reinforcing bar horizontal welding is connected on the V-arrangement reinforcing bar.
Figure 22, shown in Figure 23, two back cords are welded to form by 23,24 and three little steel plates 25,26,27 of two rectangular tubes.Be that little steel plate is positioned in the middle of two rectangular tubes, two rectangular tubes 23, between 24, be the gap between three steel plates.Its usage is: two back cord hooks hook flat board, stretch out from the centre of two back cords, pass two back cord hooks with pin plate, pound solid.Effect is the local strength that strengthens the template jointing positions.
Shown in Figure 24, tiltedly the back cord hook is claimed gib headed bolt again, and it is that the reinforcing bar 28 of crotch is formed by a radicle, and reinforcing bar 28 is provided with screw thread 29, and pad 30 and nut 31 are arranged on the screw thread 29.
Figure 25, shown in Figure 26; Inner corner trim is made up of 33,34, ten gussets of two block plates 36, two 37,38 and suspension hooks 32 of band steel; Two block plates 33,34 are orthogonal; Ten gussets 36 evenly distribute and are welded on two block plates 33,34, two band steels 37,38 respectively with the 36 vertical and welding of 33,34, ten gussets of two block plates.Dashing on the band steel has some connecting holes 39,40, links to each other with large form, and gusset 36 is provided with hole 35; Suspension hook 32 is welded on the top of two block plates 33,34; Shown in Figure 29, suspension hook 32 is V-shaped by bar bending, and the both ends of V-arrangement reinforcing bar extend to horizontal ends; The bottom of V-arrangement reinforcing bar is an arc, and suspension hook 32 and two block plates, 33,34 welding loopings are also claimed suspension ring.
Shown in Figure 27; Bearing diagonal is linked together through the part that is articulated and connected by the rectangular tube of two different lengths 43,48, and wherein an end of the rectangular tube 48 (shorter) of horizontal direction is equipped with sleeve pipe 47, and sleeve pipe 47 is enclosed within on the pillar 46; Pillar 46 scalable height; The other end of short rectangular tube 48 is welded with U-shaped Connection Card 49, and U-shaped Connection Card 49 is provided with bolt hole 50, and bolt hole 50 is connected with the bottom installing hole of template through bolt.The one end welding U-shaped Connection Card 41 of longer rectangular tube 43; U-shaped Connection Card 41 is provided with bolt hole 42, and bolt hole 42 links to each other with the installing hole on template top, and the other end is provided with pin-and-hole; Be connected hinged seat 45 and rectangular tube 48 welding through pin 44 with the hinged seat 45 on the rectangular tube 48 of lacking.After bearing diagonal installs, can be through the verticality of adjustable fixing adjustment template.
Shown in Figure 28; Operating platform frame is welded to form by four round steel pipe 51,54,57,58; Wherein have two steel pipes 54,51 vertically to weld, two angle steel 52,53 of welding on the steel pipe 51 are arranged in these two steel pipes, the end of another root steel pipe 54 is provided with U-shaped Connection Card 55; The 3rd steel pipe 58 is greater than 90 degree angle welding with the steel pipe 51 with angle steel; The 4th steel pipe 57 and 58 welding of the 3rd steel pipe and with steel pipe 54 vertical welding, the end of the 3rd steel pipe 58 is provided with U-shaped Connection Card 59, is equipped with bolt hole 56,60 on the U-shaped Connection Card 55,59.
Figure 30, Figure 31, shown in Figure 32; Door opening mould right angle is connected to form through bolt by two an angle of 90 degrees steel parts 61,64, and wherein an angle of 90 degrees steel part 61 becomes 90 degree welding by two block plates, and the middle part of its joint angle is provided with the part that is articulated and connected; The screw rod 63 that is articulated and connected on the part is articulated and connected; An angle of 90 degrees steel part 64 becomes 90 degree by two block plates and is connected together with another block plate inclined weld, and screw rod 63 passes an angle of 90 degrees steel part 64, is connected with nut 66.
The U-shaped Connection Card is welded into U-shaped by three block plates, and wherein two steel plates that parallel are provided with bolt hole and also can claim pin-and-hole, if connect with bolt, is bolt hole, if connect with pin, is pin-and-hole.
Other parts that do not relate in the present embodiment are existing mature technology, its detailed description of Therefore, omited.
Claims (10)
1. building operations all steel template; Be made up of template and auxilliary accessory two large divisions, wherein template comprises flat board, external corner, inner corner trim, sketch plate, bulkhead, and auxilliary accessory comprises two back cords, two back cord hook, oblique back cord, oblique back cord hook, through-wall bolt, gib headed bolt, fastening bolt, fastener, operating platform frame, bearing diagonal, template suspension hook, door opening mould right angle; It is characterized in that flat board is welded by surface plate and framework; Framework adopts the rectangular steel pipe assembly welding to form, and surface plate is surrounded by framework, and a side of surface plate is provided with some levels and vertical reinforcing rib; Reinforcing rib is a rectangular steel pipe, is equipped with connecting hole on framework and the reinforcing rib; External corner is L-shaped by the framework welding of little steel plate of big steel plate in plane and plane and periphery, is equipped with some reinforcing ribs on the little steel plate of big steel plate in plane and plane, and framework is provided with some connecting holes; Inner corner trim is made up of two block plates, ten gussets, two band steels and a suspension hook, and promptly two block plates are orthogonal, and ten gussets evenly distribute; Article two, band steel is vertical with two block plates, ten gussets respectively, and band steel is provided with some connecting holes, and connecting hole is used for being connected with dull and stereotyped; The top welded suspending hook of inner corner trim; Suspension hook is V-shaped by bar bending, and the both ends of V-arrangement reinforcing bar extend to horizontal ends, and the bottom of V-arrangement reinforcing bar is an arc; Sketch plate is made up of L shaped the framework of big plain plate and little plain plate and periphery, be equipped with reinforcing rib on big plain plate and the little plain plate, and framework is provided with some connecting holes; Bulkhead is to be welded with some reinforcing ribs on the side of plain plate, is welded with framework around the plain plate, and plain plate is provided with some connecting holes.
2. building operations all steel template according to claim 1; It is characterized in that described pair of back cord is to be welded to form by two rectangular tubes and three block plates; Promptly three block plates are equidistant between two rectangular tubes; Wherein the two ends of rectangular tube respectively are provided with one, and the middle part of rectangular tube is provided with one, and gap therebetween is used to wear two back cord hooks.
3. building operations all steel template according to claim 1 is characterized in that described pair of back cord hook is the V-arrangement of bottom circle of position arc by bar bending, and the two ends of reinforcing bar are crotch, and another root reinforcing bar level is connected on the V-arrangement reinforcing bar.
4. building operations all steel template according to claim 1 is characterized in that described oblique back cord is the steel part that cross section takes the shape of the letter U, and tiltedly the middle part of back cord is provided with the Long Circle hole.
5. building operations all steel template according to claim 1 is characterized in that described oblique back cord hook is that the round steel of crotch is formed by a radicle, and round steel is provided with screw thread.
6. building operations all steel template according to claim 1 is characterized in that an end of described through-wall bolt is provided with screw thread, and the other end is provided with the Long Circle hole.
7. building operations all steel template according to claim 1; It is characterized in that described operating platform frame is made up of four steel pipes; Wherein there are two steel pipes vertically to weld; Have a steel pipe to be provided with two hooks in these two steel pipes, the end of another root steel pipe is provided with the U-shaped Connection Card, and the 3rd steel pipe is greater than 90 degree angle welding with the steel pipe with hook; The 4th steel pipe and the 3rd steel pipe welding and be provided with vertical welding of steel pipe of U-shaped Connection Card with the end, the end of the 3rd steel pipe is provided with the U-shaped Connection Card.
8. building operations all steel template according to claim 1; It is characterized in that described bearing diagonal is linked together through the part that is articulated and connected by the rectangular tube of two different lengths; One end of two rectangular tubes all welds the U-shaped Connection Card, and wherein short rectangular tube one end of horizontal direction is equipped with the sleeve pipe with internal thread, and casing pipe sleeve has on the externally threaded pillar; Short rectangular tube is provided with hinged seat, and long rectangular tube and hinged seat are articulated and connected.
9. building operations all steel template according to claim 1 is characterized in that described frame, reinforcing rib are rectangular tube.
10. according to claim 7,8 described building operations all steel templates, it is characterized in that described U-shaped Connection Card is welded into U-shaped by three block plates, wherein two steel plates that parallel are provided with the hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201077892U CN202194372U (en) | 2011-04-13 | 2011-04-13 | All-steel template for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201077892U CN202194372U (en) | 2011-04-13 | 2011-04-13 | All-steel template for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202194372U true CN202194372U (en) | 2012-04-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201077892U Expired - Lifetime CN202194372U (en) | 2011-04-13 | 2011-04-13 | All-steel template for building construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN202194372U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386596A (en) * | 2015-11-23 | 2016-03-09 | 青岛新华友建工集团股份有限公司 | Template mounting and reinforcing device |
| CN105839911A (en) * | 2016-05-19 | 2016-08-10 | 中国建筑第二工程局有限公司 | Shaped wall column mould |
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
| CN107503513A (en) * | 2017-07-17 | 2017-12-22 | 海南职业技术学院 | Wall body template split bolt constructing device and construction method |
| CN109964725A (en) * | 2019-05-10 | 2019-07-05 | 福州乐亿生态科技股份有限公司 | A kind of tree fixing device and method |
-
2011
- 2011-04-13 CN CN2011201077892U patent/CN202194372U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386596A (en) * | 2015-11-23 | 2016-03-09 | 青岛新华友建工集团股份有限公司 | Template mounting and reinforcing device |
| CN105839911A (en) * | 2016-05-19 | 2016-08-10 | 中国建筑第二工程局有限公司 | Shaped wall column mould |
| CN107503513A (en) * | 2017-07-17 | 2017-12-22 | 海南职业技术学院 | Wall body template split bolt constructing device and construction method |
| CN107503513B (en) * | 2017-07-17 | 2018-12-21 | 海南职业技术学院 | Wall template split bolt constructing device and construction method |
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
| CN109964725A (en) * | 2019-05-10 | 2019-07-05 | 福州乐亿生态科技股份有限公司 | A kind of tree fixing device and method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120418 |
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| CX01 | Expiry of patent term |