CN112982817A - Prefabricated wallboard - Google Patents

Prefabricated wallboard Download PDF

Info

Publication number
CN112982817A
CN112982817A CN202110273378.9A CN202110273378A CN112982817A CN 112982817 A CN112982817 A CN 112982817A CN 202110273378 A CN202110273378 A CN 202110273378A CN 112982817 A CN112982817 A CN 112982817A
Authority
CN
China
Prior art keywords
wallboard
prefabricated
flap
reinforcement
wallboard body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202110273378.9A
Other languages
Chinese (zh)
Inventor
李小明
金回伓
潘晓晓
杜汛
林云敏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Darch Housing Engineering Co ltd
Original Assignee
Zhejiang Darch Housing Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Darch Housing Engineering Co ltd filed Critical Zhejiang Darch Housing Engineering Co ltd
Priority to CN202110273378.9A priority Critical patent/CN112982817A/en
Publication of CN112982817A publication Critical patent/CN112982817A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/08Wrecking of buildings

Abstract

The invention provides a prefabricated wallboard, which comprises a wallboard body and a wallboard connecting piece, wherein the wallboard body is provided with a first connecting piece; wallboard connecting piece includes connecting reinforcement and spacing post, and connecting reinforcement and wallboard body cooperation are formed with spacing cavity. When an owner wants to finish a room and change the original house type of the room, a hammer is used for knocking the joint of the two prefabricated wall boards. Because the junction of two prefabricated wallboards is provided with connecting reinforcement and spacing post, so the concrete of two prefabricated wallboard junctions is thinner, can comparatively conveniently knock off. After the concrete between two prefabricated wallboards is knocked off basically, can use the instrument to cut off spacing post, so can remove the limiting action of spacing post to two prefabricated wallboards. The wall panel can then be removed from the floor and moved to a designated location for changing the room configuration. In the whole process, the prefabricated wall board does not need to be broken into pieces, and the prefabricated wall board can be repeatedly utilized, so that the prefabricated wall board has the advantage of less consumption of building materials.

Description

Prefabricated wallboard
Technical Field
The present invention relates to building prefabricated components, and in particular to a prefabricated wall panel.
Background
The precast concrete member is a concrete member that has been processed in a factory in a standardized and mechanized manner before being installed at a construction site. Common concrete prefabricated parts include a concrete prefabricated floor slab, a concrete prefabricated box girder for a bridge, a concrete prefabricated roof truss girder for an industrial factory building, a concrete prefabricated pile for foundation treatment and the like.
Compared with cast-in-place concrete, the use of concrete prefabricated parts has more advantages. First, a relatively stable work environment in a factory has a higher safety factor for construction workers than a complex worksite work environment. Secondly, the quality of the concrete prefabricated parts can be more effectively controlled in a factory through mechanized production. Moreover, the standardization of the size and characteristics of the precast concrete members can significantly accelerate the installation speed and the progress of construction works.
However, when a user wants to finish a room and change the original house type of the room, the user first needs to break the corresponding wall plate with a tool such as a hammer, and then rebuild the wall at a predetermined position to partition the room. However, in the process of dismantling the original wallboard and washing the brickwork, more building materials are consumed.
Disclosure of Invention
In view of the above, the present invention provides a prefabricated wall panel, which has the advantages of complete dismantling of the prefabricated wall panel and reduced building material consumption.
In order to solve the technical problems, the technical scheme of the invention is as follows: a prefabricated wall panel comprises a wall panel body and a wall panel connecting piece; wallboard connecting piece includes connecting reinforcement and spacing post, connecting reinforcement has a plurality ofly and establishes separately the left and right sides of wallboard body, and sets up left connecting reinforcement of wallboard body is in with the setting dislocation from top to bottom the connecting reinforcement on wallboard body right side, and the both ends of connecting reinforcement are all fixed in the wallboard body, just connecting reinforcement with wallboard body cooperation forms spacing cavity, spacing post is used for passing adjacent two wallboard body is a plurality of spacing cavity.
Through above-mentioned technical scheme, when needs splice two prefabricated wallboards, order about two prefabricated wallboards and be close to each other for a plurality of connecting reinforcement on the left of wallboard body enter into between a plurality of connecting reinforcement on another wallboard body right side, and the spacing cavity on two prefabricated wallboards communicates each other. And then the control limit column penetrates through a limit cavity between the two prefabricated wallboards to limit the two prefabricated wallboards, so that the two prefabricated wallboards can not be separated. And finally, pouring concrete at the joint of the two prefabricated wallboards so as to fixedly connect the two prefabricated wallboards.
When an owner wants to finish a room and change the original house type of the room, a hammer is used for knocking the joint of the two prefabricated wall boards. Because the junction of two prefabricated wallboards is provided with connecting reinforcement and spacing post, so the concrete of two prefabricated wallboard junctions is thinner, can comparatively conveniently knock off. After the concrete between two prefabricated wallboards is knocked off basically, can use the instrument to cut off spacing post, so can remove the limiting action of spacing post to two prefabricated wallboards. The wall panel can then be removed from the floor and moved to a designated location for changing the room configuration. In the whole process, the prefabricated wall board does not need to be broken into pieces, and the prefabricated wall board can be repeatedly utilized, so that the prefabricated wall board has the advantage of less consumption of building materials.
Preferably, the two ends of the connecting steel bar are both provided with connecting sleeves, the surfaces of the connecting sleeves are provided with external threads, and the connecting sleeves are in threaded connection with the wall plate body through the external threads.
Through above-mentioned technical scheme, the connecting reinforcement passes through the adapter sleeve and links to each other with wallboard body screw thread, so has stronger joint strength between connecting reinforcement and the wallboard body, and the connecting reinforcement is difficult to be separated from the wallboard body phase. After passing in controlling spacing post by a plurality of spacing cavitys of two adjacent prefabricated wallboards, rotatable adapter sleeve is used for ordering about connecting reinforcement and continues to go deep into the wallboard body, until connecting reinforcement with spacing post pull to support tightly mutually with the wallboard body, spacing post is difficult for appearing the displacement this moment, and spacing post can effectively two adjacent prefabricated wallboards.
Preferably, an annular rotating groove is formed in the inner wall of the connecting sleeve, a rotating ring is arranged on the side wall of the connecting steel bar, and the rotating ring is rotatably connected in the annular rotating groove.
Through above-mentioned technical scheme, control the adapter sleeve and carry out the pivoted in-process for the connecting reinforcement, the swivel becket rotates in annular rotation groove. The rotating ring is matched with the annular rotating groove, so that the connecting sleeve and the connecting steel bar are not easy to separate.
Preferably, the connecting reinforcement includes the circular arc section, sets up extension section, the linkage segment of setting on extension section tip at circular arc section both ends department, two the interval of extension section is to keeping away from one side crescent of circular arc section, the linkage segment with the adapter sleeve rotates continuously.
Through above-mentioned technical scheme, when the cooperation of circular arc section and wallboard body surrounds spacing post, the inner circle of circular arc section can paste closely with the outer wall of spacing post mutually. The interval of two extension sections is crescent to keeping away from circular arc section one side, and the interval between so two extension sections is greater than the external diameter of spacing post, and the interval between two linkage segments also is greater than the external diameter of spacing post, so can pass from a plurality of connecting reinforcement by spacing post of convenient control for the equipment between two adjacent prefabricated wallboards becomes more convenient, swift.
Preferably, the connecting section comprises an upper connecting flap, a lower connecting flap arranged below the upper connecting flap, and a connecting rod connecting the upper connecting flap and the lower connecting flap, a gap is reserved between the upper connecting flap and the lower connecting flap, the end of the gap is exposed out of the connecting sleeve, a first tension member is arranged between the upper connecting flap and the lower connecting flap, and the first tension member is used for drawing the upper connecting flap and the lower connecting flap.
Through above-mentioned technical scheme, when needs will be demolishd with it wallboard, control instrument such as cutter passes and cuts off the connecting rod from the space, and the connecting rod disappears to the supporting role of last connection lamella and lower connection lamella this moment, and pulling force piece is drawn last connection lamella and lower connection lamella to be close for the rotating ring breaks away from in following the annular rotation groove. So need not use the instrument to cut off spacing post for the dismantlement process of prefabricated wallboard becomes more convenient, and the spacing post of complete relatively simultaneously can reuse, further reduces the loss of building materials.
Preferably, a protective sleeve is slidably sleeved on the connecting section and used for shielding the end part of the connecting sleeve, which is exposed out of the gap.
Through above-mentioned technical scheme, use the lag to expose the space in the tip of adapter sleeve and shelter from, so when pouring concrete, the difficult connecting segment that enters into of concrete blocks up the connecting segment.
Preferably, a sliding groove is formed in the inner wall of the connecting sleeve, a cutting knife is connected to the sliding groove in a sliding mode and used for penetrating through the gap and cutting off the connecting rod, and a second tension piece is arranged in the sliding groove and used for pulling the cutting knife into the sliding groove.
Through above-mentioned technical scheme, when needs will connect the reinforcing bar and take out, rotate the adapter sleeve for the cutting knife is just right with the space, later only need apply with thrust to the cutting knife, can control the cutting knife and pass and cut off the connecting rod in following the space. So need not stretch into the linkage segment inside with instrument such as cutter from the outside at the in-process of demolising prefabricated wallboard for the demolition process of prefabricated wallboard becomes more convenient.
Preferably, a guide groove is formed in the groove bottom of the sliding groove, a guide post is arranged on the cutting knife, and the guide post is connected in the guide groove in a sliding mode.
Through above-mentioned technical scheme, the guide post can be used to lead to the cutting knife with the guide way cooperation for the cutting knife is difficult for appearing inclining at the slip in-process.
Preferably, the outer side wall of the limiting column is provided with a plurality of positioning sleeves, and a containing ring groove for containing the connecting steel bar is formed between every two adjacent positioning sleeves.
Through above-mentioned technical scheme, the position sleeve can be used for spacing post with the coupling bar cooperation for be difficult for producing relative movement between spacing post and the coupling bar.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is a partial cross-sectional view of the first embodiment;
FIG. 4 is an enlarged view of the portion B of FIG. 3;
FIG. 5 is a partial sectional view of the second embodiment.
Reference numerals: 1. a wall panel body; 2. a wallboard connector; 21. connecting reinforcing steel bars; 211. a circular arc section; 212. an extension section; 213. a connecting section; 2131. an upper connecting flap; 2132. a lower connecting flap; 2133. a connecting rod; 22. a limiting column; 3. a limiting cavity; 4. connecting sleeves; 5. an annular rotating groove; 6. a rotating ring; 7. a void; 8. a first tension piece; 9. a protective sleeve; 10. a sliding groove; 11. a cutting knife; 12. a second tension piece; 13. a guide groove; 14. a guide post; 15. a positioning sleeve; 16. the receiving ring groove.
Detailed Description
The following detailed description of the embodiments of the present invention is provided in order to make the technical solution of the present invention easier to understand and understand.
A prefabricated wallboard, as shown in figure 1, comprises a wallboard body 1 and a wallboard connecting piece 2, and two adjacent wallboard bodies 1 can be connected through the wallboard connecting piece 2 in use, so that the assembling process of the prefabricated wallboard becomes more convenient.
As shown in fig. 1 and 3, the wall plate connector 2 includes a connecting reinforcement 21 and a limiting post 22. In this embodiment, connecting reinforcement 21 has a plurality of and sets up in the left and right sides of wallboard body 1 respectively, and sets up misplacing from top to bottom at the left connecting reinforcement 21 of wallboard body 1 and the connecting reinforcement 21 that sets up on wallboard body 1 right side. The connecting steel bars 21 on the same side are distributed at equal intervals along the height direction of the wallboard body 1. Both ends of connecting reinforcement 21 are all fixed in wallboard body 1, and connecting reinforcement 21 is formed with spacing cavity 3 with the cooperation of wallboard body 1. The limiting columns 22 penetrate through the plurality of limiting cavities 3 between two adjacent wallboard bodies 1 to limit the two adjacent wallboard bodies 1.
As shown in fig. 3 and 4, the two ends of the connecting steel bar 21 are both provided with connecting sleeves 4, the surfaces of the connecting sleeves 4 are provided with external threads, and the connecting sleeves 4 are in threaded connection with the wall board body 1 through the external threads. When in use, the connecting sleeve 4 can be rotated to reduce the limit cavity 3. An annular rotating groove 5 is formed in the inner wall of the connecting sleeve 4, a rotating ring 6 is arranged on the side wall of the connecting steel bar 21, and the rotating ring 6 is rotatably connected in the annular rotating groove 5. The rotating ring 6 is matched with the annular rotating groove 5 to limit the connecting reinforcing steel bar 21 and the connecting sleeve 4 from separating from each other.
As shown in fig. 3, 4 and 5, the connection bar 21 includes a circular arc segment 211, extension segments 212 disposed at both ends of the circular arc segment 211, and connection segments 213 disposed at ends of the extension segments 212. The diameter of the inner ring of the circular arc section 211 is the same as that of the limiting column 22, and when the limiting column 22 enters the circular arc section 211, the limiting column 22 abuts against the inner ring of the circular arc section 211. The distance between the two extending sections 212 is gradually increased towards the side far away from the arc section 211, so that the limiting column 22 can be more conveniently placed into the limiting cavity 3. The connecting segment 213 includes an upper connecting lobe 2131, a lower connecting lobe 2132 disposed below the upper connecting lobe 2131, and a connecting rod 2133 connecting the upper connecting lobe 2131 and the lower connecting lobe 2132. A gap 7 is left between the upper connecting lobe 2131 and the lower connecting lobe 2132, and an end of the gap 7 is exposed to the connecting sleeve 4. A first tension member 8 is arranged between the upper connecting lobe 2131 and the lower connecting lobe 2132, and the first tension member 8 is used for drawing the upper connecting lobe 2131 and the lower connecting lobe 2132. In this embodiment, the first pulling member 8 is a spring, and one end of the spring is connected to the end of the upper connecting lobe 2131 away from the extension 212, and the other end of the spring is connected to the end of the lower connecting lobe 2132 away from the extension 212.
The connection section 213 is slidably sleeved with a protective sleeve 9, and when the protective sleeve 9 is abutted to the connection sleeve 4, the protective sleeve 9 shields the end part of the connection sleeve 4 exposed from the gap 7.
The inner wall of the connecting sleeve 4 is provided with a sliding groove 10, and the sliding groove 10 is arranged along the radial direction of the connecting sleeve 4. The inside of groove 10 that slides is connected with cutting knife 11, and when cutting knife 11 moved to the groove 10 outside that slides, cutting knife 11 can pass space 7 and cut off connecting rod 2133. A second tension member 12 is arranged in the sliding groove 10, and the second tension member 12 is used for pulling the cutting knife 11 into the sliding groove 10. In this embodiment, the second tension member 12 is a spring, one end of the spring is fixedly connected to the bottom of the sliding groove 10, and the other end of the spring is connected to the side wall of the cutting blade 11.
The guide groove 13 is opened at the tank bottom department in groove 10 slides, is provided with guide post 14 on the cutting knife 11, and guide post 14 slides and connects in guide groove 13. The guide post 14 and the guide groove 13 cooperate to limit and guide the cutting knife 11, so that the cutting knife 11 is not easy to incline.
As shown in fig. 1 and 2, a plurality of positioning sleeves 15 are disposed on the outer side wall of the limiting column 22, and a receiving ring groove 16 for receiving the connecting steel bar 21 is formed between two adjacent positioning sleeves 15. When the connecting bar 21 is received in the receiving ring groove 16, the connecting bar 21 is respectively abutted against the positioning sleeves 15 on the upper and lower sides.
The above are only typical examples of the present invention, and besides, the present invention may have other embodiments, and all the technical solutions formed by equivalent substitutions or equivalent changes are within the scope of the present invention as claimed.

Claims (9)

1. The utility model provides a prefabricated wallboard, characterized by: comprises a wallboard body (1) and a wallboard connecting piece (2); wallboard connecting piece (2) are including connecting reinforcement (21) and spacing post (22), connecting reinforcement (21) have a plurality ofly and set up and establish respectively the left and right sides of wallboard body (1), and set up left connecting reinforcement (21) of wallboard body (1) is in with the setting dislocation from top to bottom connecting reinforcement (21) on wallboard body (1) right side, and the both ends of connecting reinforcement (21) are all fixed in wallboard body (1), just connecting reinforcement (21) with wallboard body (1) cooperation is formed with spacing cavity (3), spacing post (22) are used for passing adjacent two a plurality of wallboard body (1) spacing cavity (3).
2. A prefabricated wall panel according to claim 1, wherein: the both ends of connecting reinforcement (21) all are provided with adapter sleeve (4), adapter sleeve (4) surface is provided with the external screw thread, just adapter sleeve (4) through the external screw thread with wallboard body (1) screw thread links to each other.
3. A prefabricated wall panel according to claim 2, wherein: annular rotating grooves (5) are formed in the inner wall of the connecting sleeve (4), rotating rings (6) are arranged on the side wall of the connecting steel bars (21), and the rotating rings (6) are rotatably connected in the annular rotating grooves (5).
4. A prefabricated wall panel according to claim 2, wherein: connecting reinforcement (21) include circular arc section (211), set up extension (212) at circular arc section (211) both ends department, set up linkage segment (213) on extension (212) tip, two the interval of extension (212) is to keeping away from one side crescent of circular arc section (211), linkage segment (213) with adapter sleeve (4) rotate and link to each other.
5. A prefabricated wall panel according to claim 4, wherein: the connecting section (213) comprises an upper connecting flap (2131), a lower connecting flap (2132) arranged below the upper connecting flap (2131) and a connecting rod (2133) connecting the upper connecting flap (2131) and the lower connecting flap (2132), a gap (7) is reserved between the upper connecting flap (2131) and the lower connecting flap (2132), the end part of the gap (7) is exposed out of the connecting sleeve (4), a first tension member (8) is arranged between the upper connecting flap (2131) and the lower connecting flap (2132), and the first tension member (8) is used for drawing the upper connecting flap (2131) and the lower connecting flap (2132) close.
6. A prefabricated wall panel according to claim 5, wherein: the connecting section (213) is sleeved with a protective sleeve (9) in a sliding mode, and the protective sleeve (9) is used for shielding the end portion, exposed out of the gap (7), of the connecting sleeve (4).
7. A prefabricated wall panel according to claim 5, wherein: the inner wall of the connecting sleeve (4) is provided with a sliding groove (10), the inside of the sliding groove (10) is connected with a cutting knife (11) in a sliding manner, the cutting knife (11) is used for penetrating through the gap (7) and cutting off the connecting rod (2133), a second tension piece (12) is arranged in the sliding groove (10), and the second tension piece (12) is used for drawing the cutting knife (11) into the sliding groove (10).
8. A prefabricated wall panel according to claim 7, wherein: a guide groove (13) is formed in the groove bottom of the sliding groove (10), a guide column (14) is arranged on the cutting knife (11), and the guide column (14) is connected in the guide groove (13) in a sliding mode.
9. A prefabricated wall panel according to claim 1, wherein: the outer side wall of the limiting column (22) is provided with a plurality of positioning sleeves (15), and adjacent two positioning sleeves (15) are formed with accommodating ring grooves (16) used for accommodating the connecting steel bars (21).
CN202110273378.9A 2021-03-15 2021-03-15 Prefabricated wallboard Pending CN112982817A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110273378.9A CN112982817A (en) 2021-03-15 2021-03-15 Prefabricated wallboard

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110273378.9A CN112982817A (en) 2021-03-15 2021-03-15 Prefabricated wallboard

Publications (1)

Publication Number Publication Date
CN112982817A true CN112982817A (en) 2021-06-18

Family

ID=76336453

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110273378.9A Pending CN112982817A (en) 2021-03-15 2021-03-15 Prefabricated wallboard

Country Status (1)

Country Link
CN (1) CN112982817A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19920032A1 (en) * 1999-04-26 2000-11-16 Micado 2000 Ltd Prefabricated building part installation employs frame profiles joined flush or at angles and faced in plate as shuttering and joined inside by centered and tie-reinforced sheets.
JP2008075300A (en) * 2006-09-20 2008-04-03 San Chem Kk Partition board set
CN205162934U (en) * 2015-07-24 2016-04-20 浙江龙越管业有限公司 Can stably splice bath towel holder
CN106149962A (en) * 2016-08-30 2016-11-23 黑龙江宇辉新型建筑材料有限公司 Precast concrete shear wall and preparation method thereof
CN106836655A (en) * 2017-03-14 2017-06-13 中国建筑第八工程局有限公司 Monocyclic self-locking reinforcing steel bar connecting device
CN206503307U (en) * 2017-02-24 2017-09-19 中国有色金属工业第六冶金建设有限公司 Low energy consumption concrete-bar component
CN210032203U (en) * 2019-04-23 2020-02-07 中交浚浦建筑科技(上海)有限公司 Prefabricated wallboard of casting type

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19920032A1 (en) * 1999-04-26 2000-11-16 Micado 2000 Ltd Prefabricated building part installation employs frame profiles joined flush or at angles and faced in plate as shuttering and joined inside by centered and tie-reinforced sheets.
JP2008075300A (en) * 2006-09-20 2008-04-03 San Chem Kk Partition board set
CN205162934U (en) * 2015-07-24 2016-04-20 浙江龙越管业有限公司 Can stably splice bath towel holder
CN106149962A (en) * 2016-08-30 2016-11-23 黑龙江宇辉新型建筑材料有限公司 Precast concrete shear wall and preparation method thereof
CN206503307U (en) * 2017-02-24 2017-09-19 中国有色金属工业第六冶金建设有限公司 Low energy consumption concrete-bar component
CN106836655A (en) * 2017-03-14 2017-06-13 中国建筑第八工程局有限公司 Monocyclic self-locking reinforcing steel bar connecting device
CN210032203U (en) * 2019-04-23 2020-02-07 中交浚浦建筑科技(上海)有限公司 Prefabricated wallboard of casting type

Similar Documents

Publication Publication Date Title
CN103790265B (en) A kind of prefabricated assembled steel tube concrete core pillar is put more energy into the making assembly method of shear wall
EP2739799B1 (en) Building structure of pre-cast monolithic walls and interfloor slabs
CN107762139A (en) Cast-in-place concrete haunch wall aluminium alloy chamfering formwork supporting adn fixing device and method
CN103603359A (en) Deep foundation pit diagonal bracing support structure demolition method
CN104727440A (en) Novel industrialized production efficiently-assembled type building frame column beam and manufacturing method
CN112982817A (en) Prefabricated wallboard
CN111364664A (en) Construction process for bottom die steel truss floor support plate without disassembly
CN102337764B (en) Prefabricated cast-in-place combination type superposed shear wall
CN113719029A (en) Assembly type beam-column connecting joint based on hidden corbels and construction method thereof
CN105862897A (en) Original-groove casting construction method for shallow foundation of sandy mudstone foundation
CN205296197U (en) Prefabricated cushion cap of anticorrosive industry factory building concrete rim of a cup formula
CN218715185U (en) Length-adjustable string drum device
CN218091465U (en) Assembled non-bearing masonry wall structure
CN203782984U (en) Horse stool rib capable of controlling elevation and flatness of slab surface
CN109797846A (en) A kind of building system and its construction method for tensioning construction
CN202899440U (en) Prefabricated structural column
CN101725355A (en) Palisade structure for underground architectural shaft and shield machine cutting construction method thereof
CN211773695U (en) New and old structure multilayer basement trades and props biography power structure
CN211341606U (en) Operating platform for structural light well part
CN206616764U (en) A kind of assembly concrete non-bearing self-heat conserving exempts from veneer exterior plate
CN113338305A (en) Internal support structure for underground structure and construction method thereof
CN212250058U (en) Supporting frock system of salt rock tunnel stratum multilayer invert construction
CN111042440A (en) Precast concrete post and pre-buried anchor slab connection structure
CN214995986U (en) Quickly-spliced thin-wall constructional column
JP4325340B2 (en) How to build a reinforcing bar

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20210618

RJ01 Rejection of invention patent application after publication